André Filiatrault has over 20 years of experience in structural engineering and earthquake engineering. He is currently the Deputy Director of the Multidisciplinary Center for Earthquake Engineering Research at SUNY Buffalo and an adjunct professor at multiple universities. His research focuses on seismic design of structures, seismic performance of nonstructural components, and development of energy dissipating connections for steel frames. He has received several awards for his research and teaching contributions.
This document is the curriculum vitae of Dr. Marios Panagiotou, a structural engineer. It summarizes his education, awards, professional experience, licenses, research interests, grants, publications, and academic service. He received a Ph.D. in structural engineering from UC San Diego and is currently a senior consultant at Nabih Youssef Associates, where he conducts seismic analysis and design. He has over 15 journal publications and has received over $1 million in research grants from organizations like NSF and Caltrans.
This document provides the vitae of James Scott Jones, who owns and operates Midsouth Cultural Resource Consultants. It outlines his educational background, research interests, and professional affiliations. It also details his extensive experience conducting Phase I, II, and III archaeological surveys and studies for infrastructure projects like water/sewer lines, road expansions, and cell tower installations across Tennessee, Kentucky, and Alabama from 2009 to present. His work involves identifying and evaluating archaeological sites to ensure compliance with regulatory standards.
This document lists the seminars, presentations, lectures, technical papers and publications of an individual. It includes over 30 separate presentations, seminars and lectures given between 2003-2017 on topics related to geotechnical earthquake engineering. It also lists over 30 technical papers published between 1986-2017 on topics such as liquefaction, ground improvement techniques, seismic analysis and retrofitting of structures.
Siamak Epackachi is a teaching assistant professor at the University at Buffalo. He has a Ph.D. in structural engineering from the University at Buffalo and over 15 years of experience in structural design and seismic evaluation projects. His research focuses on the seismic behavior of steel-plate composite shear walls through experimental testing and numerical modeling. He has authored or co-authored several journal publications in this area.
This document provides guidance on the seismic design of reinforced concrete special moment frames according to ACI 318. Special moment frames are designed to resist strong earthquake shaking through inelastic deformations without significant loss of strength or stiffness. The document reviews the historical development of special moment frames and discusses their appropriate use in different seismic design categories. It also notes that special moment frames are often part of dual systems combined with shear walls or braced frames. The document aims to clarify ACI 318 requirements and recommend good design and construction practices.
This document provides guidance for practicing engineers on the seismic design of reinforced concrete special moment frames. It discusses the use of special moment frames, key design principles, analysis guidance, and design guidance. Special moment frames are designed to provide significant strength and ductility and are often used in critical facilities. The document emphasizes adequate strength, stiffness, ductility, and detailing to ensure frames develop their full strength and resist earthquake forces through nonlinear response without collapse.
Tbi peer2010 05 guidelines for performance based seismic design of tall buil...Ramil Artates
This document provides guidelines for performance-based seismic design of tall buildings. It introduces the scope and intended use of the guidelines, which are meant to provide an alternative to prescriptive seismic design codes. The guidelines aim to result in buildings capable of meeting or exceeding seismic performance objectives for Occupancy Category II. They were developed considering seismic response characteristics of tall buildings and seismic hazards in western North America. The guidelines cover seismic design of structural and gravity-load resisting elements, but not nonstructural components.
Repair and Retrofit on Beam and Column Jointsamerald24
A research experiment has been conducted on the structural performance of repaired minor damaged reinforced concrete beam and column Joints using composite known as CFRP (Carbon Fiber Reinforced Polymer) under simulated cyclic 2D loadings to find the practical lamination repair scheme for flexural strengthening, shear strengthening, and joint strengthening.
This document is the curriculum vitae of Dr. Marios Panagiotou, a structural engineer. It summarizes his education, awards, professional experience, licenses, research interests, grants, publications, and academic service. He received a Ph.D. in structural engineering from UC San Diego and is currently a senior consultant at Nabih Youssef Associates, where he conducts seismic analysis and design. He has over 15 journal publications and has received over $1 million in research grants from organizations like NSF and Caltrans.
This document provides the vitae of James Scott Jones, who owns and operates Midsouth Cultural Resource Consultants. It outlines his educational background, research interests, and professional affiliations. It also details his extensive experience conducting Phase I, II, and III archaeological surveys and studies for infrastructure projects like water/sewer lines, road expansions, and cell tower installations across Tennessee, Kentucky, and Alabama from 2009 to present. His work involves identifying and evaluating archaeological sites to ensure compliance with regulatory standards.
This document lists the seminars, presentations, lectures, technical papers and publications of an individual. It includes over 30 separate presentations, seminars and lectures given between 2003-2017 on topics related to geotechnical earthquake engineering. It also lists over 30 technical papers published between 1986-2017 on topics such as liquefaction, ground improvement techniques, seismic analysis and retrofitting of structures.
Siamak Epackachi is a teaching assistant professor at the University at Buffalo. He has a Ph.D. in structural engineering from the University at Buffalo and over 15 years of experience in structural design and seismic evaluation projects. His research focuses on the seismic behavior of steel-plate composite shear walls through experimental testing and numerical modeling. He has authored or co-authored several journal publications in this area.
This document provides guidance on the seismic design of reinforced concrete special moment frames according to ACI 318. Special moment frames are designed to resist strong earthquake shaking through inelastic deformations without significant loss of strength or stiffness. The document reviews the historical development of special moment frames and discusses their appropriate use in different seismic design categories. It also notes that special moment frames are often part of dual systems combined with shear walls or braced frames. The document aims to clarify ACI 318 requirements and recommend good design and construction practices.
This document provides guidance for practicing engineers on the seismic design of reinforced concrete special moment frames. It discusses the use of special moment frames, key design principles, analysis guidance, and design guidance. Special moment frames are designed to provide significant strength and ductility and are often used in critical facilities. The document emphasizes adequate strength, stiffness, ductility, and detailing to ensure frames develop their full strength and resist earthquake forces through nonlinear response without collapse.
Tbi peer2010 05 guidelines for performance based seismic design of tall buil...Ramil Artates
This document provides guidelines for performance-based seismic design of tall buildings. It introduces the scope and intended use of the guidelines, which are meant to provide an alternative to prescriptive seismic design codes. The guidelines aim to result in buildings capable of meeting or exceeding seismic performance objectives for Occupancy Category II. They were developed considering seismic response characteristics of tall buildings and seismic hazards in western North America. The guidelines cover seismic design of structural and gravity-load resisting elements, but not nonstructural components.
Repair and Retrofit on Beam and Column Jointsamerald24
A research experiment has been conducted on the structural performance of repaired minor damaged reinforced concrete beam and column Joints using composite known as CFRP (Carbon Fiber Reinforced Polymer) under simulated cyclic 2D loadings to find the practical lamination repair scheme for flexural strengthening, shear strengthening, and joint strengthening.
This document summarizes a study analyzing variability in the precasting and installation of pile foundations for a building project with over 340 piles. It describes sources of variability in precasting, transportation, and installation processes. It analyzes performance based on inventory vs work completed and identifies sources of waste. It suggests involving suppliers earlier in design to reduce variability and standardizing products and processes to simplify production and design. Follow-on research would include stochastic modeling and analyzing ways to further reduce variability.
Engineering challenges for future wind energy development, 11th h.t. person l...ndkelley
The document discusses engineering challenges for future wind energy development. It outlines goals of providing 20% of US electricity from wind by 2030, but barriers like transmission, resource assessment accuracy, and turbine response to turbulence must be overcome. Key challenges are understanding turbulence's impact on turbine loads, collaborating with meteorologists on wind forecasts, and developing offshore wind platforms and solutions for the complex offshore environment. Success will require a multidisciplinary approach across engineering and atmospheric science.
Aaron Slowey has over 10 years of experience in geological and environmental research. He has secured over $200,000 in grants to fund various projects studying water contamination and mineral formation. Slowey has also advised government agencies and published several papers on quantifying the toxicity of metals in water and soil. Currently, he works as a postdoctoral fellow at Lawrence Berkeley National Laboratory studying transformative technologies for the Department of Energy.
The shake table tests showed that a 7-story concrete building could withstand powerful
earthquakes using less steel reinforcement than required by California building codes, suffering
only minor cosmetic damage. The tests duplicated motions from the 1994 Northridge earthquake,
showing the building performed better than expected when using about half the reinforcing steel.
The tests proved a new design approach could improve earthquake resistance of mid-rise
buildings while using less steel.
This document provides a preface and introduction to notes on rock engineering. The preface states that while tools are becoming more sophisticated, fundamental design questions remain regarding acceptable risk levels and tolerable deformation in civil and mining projects. The notes aim to address these questions through case studies that illustrate concepts and practical approaches, ranging from simple estimates to numerical models. Readers are encouraged to provide feedback to help improve the notes.
The introduction provides biographical information on Dr. Evert Hoek, the author of the notes. It outlines his educational background in mechanical engineering and post-graduate specialization in stress analysis. It also details his professional experience applying stress analysis to rock problems, academic positions held, consulting work, and publications and awards
This document provides a curriculum vitae for Ismael Flores-Vivian, including his professional experience, education, honors, research grants, publications, and additional skills and qualifications. Some key details include:
- He has over 15 years of experience in materials research and development roles, including as Materials Development Manager at CEMIX and a post-doctoral research associate at UW-Milwaukee.
- He holds a Ph.D. in Construction Materials and Structures from UANL and has received honors including being designated a Nacional Researcher Level I.
- His research has been funded by agencies such as CONACyT, WisDOT, and EPRI, with budgets ranging from $10
Inelastic Period of Multi Degree of Freedom System Estimation using Wavelet T...Harshana Prabhath
This document outlines a research project that aims to estimate the elastic and inelastic periods of multi-degree of freedom structural systems using wavelet transformation. The methodology involves taking ambient vibration measurements from two reinforced concrete buildings, extracting periods using Fourier transformation and wavelet transformation, developing numerical models of the structures in OpenSees, and using wavelet transformation to estimate inelastic periods when the structures are subjected to seismic loads. A literature review covers structural dynamics, ambient vibration testing, techniques for extracting periods from measurements, and continuous wavelet transformation as an alternative to Fourier transformation for capturing frequency information over time.
This document provides a list of 52 references related to structural steel design and seismic performance of steel structures. The references cover topics such as specifications for structural steel buildings, seismic evaluation of moment frames, buckling restrained braced frames, optimal design of steel structures, and performance based design of steel structures. Standards and reports from organizations like AISC, FEMA, and IS are referenced. Papers from journals, conferences, and theses are also included covering analytical modeling, nonlinear analysis, and optimization of steel structures.
This document provides an overview and summary of a seismic testing project on a two-story wood-framed building conducted by researchers at the University at Buffalo. The project, called NEESWood, aims to develop a performance-based seismic design philosophy for mid-rise wood-framed structures through full-scale shake table testing. The document outlines the objectives of testing a two-story townhouse unit on two interconnected shake tables, which will serve as a benchmark for modeling the seismic performance of wood-framed buildings. Future phases of the project include applying the new design philosophy to a six-story wood-framed apartment building to be tested in Japan.
This paper summarizes the results of shake table experiments conducted on a full-scale base-isolated five-story steel moment frame building. The building was tested under three configurations: isolated with triple friction pendulum bearings (TPB), isolated with a combination of lead-rubber bearings and cross-linear bearings (LRB-CLB), and fixed to the shake table without isolation. Ground motions were applied using the world's largest shake table. The paper compares the response of the building under the different configurations and isolation systems. Based on experimental results, it was found that the TPB system provided greater attenuation of floor accelerations for ground motions with PGA larger than 10 m/s2, while the LRB
Electrical and electronics engineering professionals 5Hoopeer Hoopeer
Sung-Mo Kang is a Korean electrical engineer and professor. He received his Ph.D. in electrical engineering from UC Berkeley in 1975. He has made significant contributions in the areas of VLSI circuit design and memristor research. Kang led the development of the world's first 32-bit CMOS microprocessor at AT&T Bell Labs. He has received numerous honors and awards for his work and has authored over 400 papers and co-authored 9 books.
William W. Wang has over 40 years of experience in aerospace engineering, including 26 years at Aerospace Corporation and 2 years at Analex/Vencore. He has extensive experience leading teams in propulsion systems engineering, failure investigations, and mission assurance. Some of his roles include panel lead for the National Reconnaissance Office mission assurance team and member of the Missile Defense Agency EKV failure review board.
This document is Eric Gilbertson's resume. It summarizes his education, work experience, awards, skills, and publications. He received his PhD and MS in Mechanical Engineering from MIT, where he conducted research on underwater vehicle control and gas lift safety valves. He has worked as a lecturer, research assistant, teaching assistant, and engineering intern. His research has resulted in 2 patents and 2 patent applications. He is proficient in MATLAB, CAD software, and fabrication skills.
This document summarizes a study analyzing the seismic response of a base isolated building frame compared to a fixed-base building frame. It first reviews previous literature on base isolation systems and their increasing use. It then describes modeling a reinforced concrete frame in SAP2000 software to conduct modal and time-history analyses. Modal analysis found the first natural frequency of the fixed frame. Time-history analysis used ground motion records from the 1994 Northridge earthquake to determine displacement, velocity, and acceleration responses in the frame. The study found lower responses in lower stories for the base isolated frame compared to the fixed frame.
This document is a resume for Dr. Elena A. Guliants seeking a research or program management position involving renewable and alternative energy technologies. She has over 23 years of experience in fields such as photovoltaics, energy storage, hydrogen generation, and nanoenergetics. Her educational background includes a Ph.D. in Electrical Engineering and an M.B.A. She is fluent in English and Russian.
Giovanni De Francesco is an Italian civil structural engineer with expertise in performance-based seismic design of precast concrete structures. He has a PhD focused on advanced seismic design of innovative precast systems. His experience includes developing resilient precast concrete structural systems using post-tensioned rocking walls and supplemental damping. He is a licensed professional engineer in Italy and has worked as a chief structural engineer developing innovative structural systems.
This presentation discusses the evolution and benefits of expressed and exposed bracing systems in architecture. It traces the development of bracing from early examples in high-tech architecture to more modern applications as architecturally exposed structural steel (AESS) and diagrid structures. Exposed bracing provides seismic benefits as it allows for easier inspection and repair. Diagrid designs integrate bracing and structure for efficiency. However, further research is needed to expand the use of exposed bracing systems through code changes, new connection details, and addressing issues like thermal bridging.
This presentation outlines the structural redesign of the lateral force resisting system for the Life Sciences Building at Penn State University to meet seismic code requirements. The existing lateral system was found to be overly complex and inefficient. The redesigned system utilizes special moment frames in the east-west direction and special concentrically braced frames in the north-south direction. Diaphragm designs were verified to have adequate shear capacity. Minimal changes were required to the building architecture and cost was estimated to increase by $313,296.
Engineering Fundamental 6 August 2020.pptxJagdishannaya
The teacher development program provides resources and modules to support the HSC engineering studies course. This module focuses on engineering fundamentals and includes the history of engineering, descriptions of various engineering disciplines, discussions of common engineering materials, and case studies. Teachers are encouraged to use the provided materials and interact with Engineers Australia to strengthen their understanding of engineering concepts.
Jim Bretl is an experienced engineer with a PhD in naval architecture and marine engineering. He has over 15 years of experience in modeling, designing, and testing ocean systems, with a focus on wave energy conversion devices. His skills include hydrodynamic analysis, mechanical design, model testing, control system development, and project management. He currently works as a senior hydrodynamicist for Ocean Power Technologies, where he leads numerical modeling and physical testing projects.
Este documento presenta la información sobre el VII Encuentro de Investigación Científica desde las Aulas del Departamento de Ciencias de la Tierra y la Construcción de la Universidad de Fuerzas Armadas - ESPE. Se detallan las fechas claves, categorías, programación general del evento que incluye conferencias de estudiantes y profesores, así como actividades deportivas y de integración. El evento busca difundir trabajos de investigación de estudiantes de las carreras de Ingeniería Civil y Geográfica.
This document discusses seismic design of nonstructural building components. It defines nonstructural components as everything in a building besides the structural elements like floors and beams. Nonstructural components are classified into architectural components, building utility systems, and building contents. The document emphasizes the importance of considering nonstructural components in seismic design because failure can limit building functionality, pose life safety risks, and have caused over 50% of losses in some earthquakes. Challenges to seismic design of nonstructural components include limited research and guidance compared to structural elements.
This document summarizes a study analyzing variability in the precasting and installation of pile foundations for a building project with over 340 piles. It describes sources of variability in precasting, transportation, and installation processes. It analyzes performance based on inventory vs work completed and identifies sources of waste. It suggests involving suppliers earlier in design to reduce variability and standardizing products and processes to simplify production and design. Follow-on research would include stochastic modeling and analyzing ways to further reduce variability.
Engineering challenges for future wind energy development, 11th h.t. person l...ndkelley
The document discusses engineering challenges for future wind energy development. It outlines goals of providing 20% of US electricity from wind by 2030, but barriers like transmission, resource assessment accuracy, and turbine response to turbulence must be overcome. Key challenges are understanding turbulence's impact on turbine loads, collaborating with meteorologists on wind forecasts, and developing offshore wind platforms and solutions for the complex offshore environment. Success will require a multidisciplinary approach across engineering and atmospheric science.
Aaron Slowey has over 10 years of experience in geological and environmental research. He has secured over $200,000 in grants to fund various projects studying water contamination and mineral formation. Slowey has also advised government agencies and published several papers on quantifying the toxicity of metals in water and soil. Currently, he works as a postdoctoral fellow at Lawrence Berkeley National Laboratory studying transformative technologies for the Department of Energy.
The shake table tests showed that a 7-story concrete building could withstand powerful
earthquakes using less steel reinforcement than required by California building codes, suffering
only minor cosmetic damage. The tests duplicated motions from the 1994 Northridge earthquake,
showing the building performed better than expected when using about half the reinforcing steel.
The tests proved a new design approach could improve earthquake resistance of mid-rise
buildings while using less steel.
This document provides a preface and introduction to notes on rock engineering. The preface states that while tools are becoming more sophisticated, fundamental design questions remain regarding acceptable risk levels and tolerable deformation in civil and mining projects. The notes aim to address these questions through case studies that illustrate concepts and practical approaches, ranging from simple estimates to numerical models. Readers are encouraged to provide feedback to help improve the notes.
The introduction provides biographical information on Dr. Evert Hoek, the author of the notes. It outlines his educational background in mechanical engineering and post-graduate specialization in stress analysis. It also details his professional experience applying stress analysis to rock problems, academic positions held, consulting work, and publications and awards
This document provides a curriculum vitae for Ismael Flores-Vivian, including his professional experience, education, honors, research grants, publications, and additional skills and qualifications. Some key details include:
- He has over 15 years of experience in materials research and development roles, including as Materials Development Manager at CEMIX and a post-doctoral research associate at UW-Milwaukee.
- He holds a Ph.D. in Construction Materials and Structures from UANL and has received honors including being designated a Nacional Researcher Level I.
- His research has been funded by agencies such as CONACyT, WisDOT, and EPRI, with budgets ranging from $10
Inelastic Period of Multi Degree of Freedom System Estimation using Wavelet T...Harshana Prabhath
This document outlines a research project that aims to estimate the elastic and inelastic periods of multi-degree of freedom structural systems using wavelet transformation. The methodology involves taking ambient vibration measurements from two reinforced concrete buildings, extracting periods using Fourier transformation and wavelet transformation, developing numerical models of the structures in OpenSees, and using wavelet transformation to estimate inelastic periods when the structures are subjected to seismic loads. A literature review covers structural dynamics, ambient vibration testing, techniques for extracting periods from measurements, and continuous wavelet transformation as an alternative to Fourier transformation for capturing frequency information over time.
This document provides a list of 52 references related to structural steel design and seismic performance of steel structures. The references cover topics such as specifications for structural steel buildings, seismic evaluation of moment frames, buckling restrained braced frames, optimal design of steel structures, and performance based design of steel structures. Standards and reports from organizations like AISC, FEMA, and IS are referenced. Papers from journals, conferences, and theses are also included covering analytical modeling, nonlinear analysis, and optimization of steel structures.
This document provides an overview and summary of a seismic testing project on a two-story wood-framed building conducted by researchers at the University at Buffalo. The project, called NEESWood, aims to develop a performance-based seismic design philosophy for mid-rise wood-framed structures through full-scale shake table testing. The document outlines the objectives of testing a two-story townhouse unit on two interconnected shake tables, which will serve as a benchmark for modeling the seismic performance of wood-framed buildings. Future phases of the project include applying the new design philosophy to a six-story wood-framed apartment building to be tested in Japan.
This paper summarizes the results of shake table experiments conducted on a full-scale base-isolated five-story steel moment frame building. The building was tested under three configurations: isolated with triple friction pendulum bearings (TPB), isolated with a combination of lead-rubber bearings and cross-linear bearings (LRB-CLB), and fixed to the shake table without isolation. Ground motions were applied using the world's largest shake table. The paper compares the response of the building under the different configurations and isolation systems. Based on experimental results, it was found that the TPB system provided greater attenuation of floor accelerations for ground motions with PGA larger than 10 m/s2, while the LRB
Electrical and electronics engineering professionals 5Hoopeer Hoopeer
Sung-Mo Kang is a Korean electrical engineer and professor. He received his Ph.D. in electrical engineering from UC Berkeley in 1975. He has made significant contributions in the areas of VLSI circuit design and memristor research. Kang led the development of the world's first 32-bit CMOS microprocessor at AT&T Bell Labs. He has received numerous honors and awards for his work and has authored over 400 papers and co-authored 9 books.
William W. Wang has over 40 years of experience in aerospace engineering, including 26 years at Aerospace Corporation and 2 years at Analex/Vencore. He has extensive experience leading teams in propulsion systems engineering, failure investigations, and mission assurance. Some of his roles include panel lead for the National Reconnaissance Office mission assurance team and member of the Missile Defense Agency EKV failure review board.
This document is Eric Gilbertson's resume. It summarizes his education, work experience, awards, skills, and publications. He received his PhD and MS in Mechanical Engineering from MIT, where he conducted research on underwater vehicle control and gas lift safety valves. He has worked as a lecturer, research assistant, teaching assistant, and engineering intern. His research has resulted in 2 patents and 2 patent applications. He is proficient in MATLAB, CAD software, and fabrication skills.
This document summarizes a study analyzing the seismic response of a base isolated building frame compared to a fixed-base building frame. It first reviews previous literature on base isolation systems and their increasing use. It then describes modeling a reinforced concrete frame in SAP2000 software to conduct modal and time-history analyses. Modal analysis found the first natural frequency of the fixed frame. Time-history analysis used ground motion records from the 1994 Northridge earthquake to determine displacement, velocity, and acceleration responses in the frame. The study found lower responses in lower stories for the base isolated frame compared to the fixed frame.
This document is a resume for Dr. Elena A. Guliants seeking a research or program management position involving renewable and alternative energy technologies. She has over 23 years of experience in fields such as photovoltaics, energy storage, hydrogen generation, and nanoenergetics. Her educational background includes a Ph.D. in Electrical Engineering and an M.B.A. She is fluent in English and Russian.
Giovanni De Francesco is an Italian civil structural engineer with expertise in performance-based seismic design of precast concrete structures. He has a PhD focused on advanced seismic design of innovative precast systems. His experience includes developing resilient precast concrete structural systems using post-tensioned rocking walls and supplemental damping. He is a licensed professional engineer in Italy and has worked as a chief structural engineer developing innovative structural systems.
This presentation discusses the evolution and benefits of expressed and exposed bracing systems in architecture. It traces the development of bracing from early examples in high-tech architecture to more modern applications as architecturally exposed structural steel (AESS) and diagrid structures. Exposed bracing provides seismic benefits as it allows for easier inspection and repair. Diagrid designs integrate bracing and structure for efficiency. However, further research is needed to expand the use of exposed bracing systems through code changes, new connection details, and addressing issues like thermal bridging.
This presentation outlines the structural redesign of the lateral force resisting system for the Life Sciences Building at Penn State University to meet seismic code requirements. The existing lateral system was found to be overly complex and inefficient. The redesigned system utilizes special moment frames in the east-west direction and special concentrically braced frames in the north-south direction. Diaphragm designs were verified to have adequate shear capacity. Minimal changes were required to the building architecture and cost was estimated to increase by $313,296.
Engineering Fundamental 6 August 2020.pptxJagdishannaya
The teacher development program provides resources and modules to support the HSC engineering studies course. This module focuses on engineering fundamentals and includes the history of engineering, descriptions of various engineering disciplines, discussions of common engineering materials, and case studies. Teachers are encouraged to use the provided materials and interact with Engineers Australia to strengthen their understanding of engineering concepts.
Jim Bretl is an experienced engineer with a PhD in naval architecture and marine engineering. He has over 15 years of experience in modeling, designing, and testing ocean systems, with a focus on wave energy conversion devices. His skills include hydrodynamic analysis, mechanical design, model testing, control system development, and project management. He currently works as a senior hydrodynamicist for Ocean Power Technologies, where he leads numerical modeling and physical testing projects.
Este documento presenta la información sobre el VII Encuentro de Investigación Científica desde las Aulas del Departamento de Ciencias de la Tierra y la Construcción de la Universidad de Fuerzas Armadas - ESPE. Se detallan las fechas claves, categorías, programación general del evento que incluye conferencias de estudiantes y profesores, así como actividades deportivas y de integración. El evento busca difundir trabajos de investigación de estudiantes de las carreras de Ingeniería Civil y Geográfica.
This document discusses seismic design of nonstructural building components. It defines nonstructural components as everything in a building besides the structural elements like floors and beams. Nonstructural components are classified into architectural components, building utility systems, and building contents. The document emphasizes the importance of considering nonstructural components in seismic design because failure can limit building functionality, pose life safety risks, and have caused over 50% of losses in some earthquakes. Challenges to seismic design of nonstructural components include limited research and guidance compared to structural elements.
Este documento es un resumen de la hoja de vida de Pablo Enrique Caiza Sánchez, ingeniero civil ecuatoriano. Caiza Sánchez tiene estudios superiores en ingeniería estructural y sismorresistente, y experiencia laboral destacada en el cálculo y diseño de edificios y puentes. También ha impartido numerosos cursos y conferencias, y ha publicado varios artículos y textos sobre ingeniería estructural.
Este documento es una hoja de vida de Enrique Abel Tcrn Morales Moncayo. Resume su información personal y académica, incluyendo su educación profesional en Ciencias Militares e Ingeniería Civil en Ecuador y estudios de posgrado en terremotos en Buffalo University en Estados Unidos, donde actualmente cursa un doctorado. También resume su experiencia laboral en Ecuador como jefe de proyectos de reconstrucción de hospitales y otras instalaciones mientras servía en el Cuerpo de Ingenieros del Ejército entre 1999 y 2010.
André Filiatrault has over 20 years of experience in structural engineering and earthquake engineering. He is currently the Deputy Director of the Multidisciplinary Center for Earthquake Engineering Research at SUNY Buffalo and an adjunct professor at multiple universities. His research focuses on seismic design of structures, seismic performance of nonstructural components, and development of energy dissipating connections for steel frames. He has received several awards for his research and teaching contributions.
Levelised Cost of Hydrogen (LCOH) Calculator ManualMassimo Talia
The aim of this manual is to explain the
methodology behind the Levelized Cost of
Hydrogen (LCOH) calculator. Moreover, this
manual also demonstrates how the calculator
can be used for estimating the expenses associated with hydrogen production in Europe
using low-temperature electrolysis considering different sources of electricity
Supermarket Management System Project Report.pdfKamal Acharya
Supermarket management is a stand-alone J2EE using Eclipse Juno program.
This project contains all the necessary required information about maintaining
the supermarket billing system.
The core idea of this project to minimize the paper work and centralize the
data. Here all the communication is taken in secure manner. That is, in this
application the information will be stored in client itself. For further security the
data base is stored in the back-end oracle and so no intruders can access it.
Tools & Techniques for Commissioning and Maintaining PV Systems W-Animations ...Transcat
Join us for this solutions-based webinar on the tools and techniques for commissioning and maintaining PV Systems. In this session, we'll review the process of building and maintaining a solar array, starting with installation and commissioning, then reviewing operations and maintenance of the system. This course will review insulation resistance testing, I-V curve testing, earth-bond continuity, ground resistance testing, performance tests, visual inspections, ground and arc fault testing procedures, and power quality analysis.
Fluke Solar Application Specialist Will White is presenting on this engaging topic:
Will has worked in the renewable energy industry since 2005, first as an installer for a small east coast solar integrator before adding sales, design, and project management to his skillset. In 2022, Will joined Fluke as a solar application specialist, where he supports their renewable energy testing equipment like IV-curve tracers, electrical meters, and thermal imaging cameras. Experienced in wind power, solar thermal, energy storage, and all scales of PV, Will has primarily focused on residential and small commercial systems. He is passionate about implementing high-quality, code-compliant installation techniques.
Null Bangalore | Pentesters Approach to AWS IAMDivyanshu
#Abstract:
- Learn more about the real-world methods for auditing AWS IAM (Identity and Access Management) as a pentester. So let us proceed with a brief discussion of IAM as well as some typical misconfigurations and their potential exploits in order to reinforce the understanding of IAM security best practices.
- Gain actionable insights into AWS IAM policies and roles, using hands on approach.
#Prerequisites:
- Basic understanding of AWS services and architecture
- Familiarity with cloud security concepts
- Experience using the AWS Management Console or AWS CLI.
- For hands on lab create account on [killercoda.com](https://killercoda.com/cloudsecurity-scenario/)
# Scenario Covered:
- Basics of IAM in AWS
- Implementing IAM Policies with Least Privilege to Manage S3 Bucket
- Objective: Create an S3 bucket with least privilege IAM policy and validate access.
- Steps:
- Create S3 bucket.
- Attach least privilege policy to IAM user.
- Validate access.
- Exploiting IAM PassRole Misconfiguration
-Allows a user to pass a specific IAM role to an AWS service (ec2), typically used for service access delegation. Then exploit PassRole Misconfiguration granting unauthorized access to sensitive resources.
- Objective: Demonstrate how a PassRole misconfiguration can grant unauthorized access.
- Steps:
- Allow user to pass IAM role to EC2.
- Exploit misconfiguration for unauthorized access.
- Access sensitive resources.
- Exploiting IAM AssumeRole Misconfiguration with Overly Permissive Role
- An overly permissive IAM role configuration can lead to privilege escalation by creating a role with administrative privileges and allow a user to assume this role.
- Objective: Show how overly permissive IAM roles can lead to privilege escalation.
- Steps:
- Create role with administrative privileges.
- Allow user to assume the role.
- Perform administrative actions.
- Differentiation between PassRole vs AssumeRole
Try at [killercoda.com](https://killercoda.com/cloudsecurity-scenario/)
Accident detection system project report.pdfKamal Acharya
The Rapid growth of technology and infrastructure has made our lives easier. The
advent of technology has also increased the traffic hazards and the road accidents take place
frequently which causes huge loss of life and property because of the poor emergency facilities.
Many lives could have been saved if emergency service could get accident information and
reach in time. Our project will provide an optimum solution to this draw back. A piezo electric
sensor can be used as a crash or rollover detector of the vehicle during and after a crash. With
signals from a piezo electric sensor, a severe accident can be recognized. According to this
project when a vehicle meets with an accident immediately piezo electric sensor will detect the
signal or if a car rolls over. Then with the help of GSM module and GPS module, the location
will be sent to the emergency contact. Then after conforming the location necessary action will
be taken. If the person meets with a small accident or if there is no serious threat to anyone’s
life, then the alert message can be terminated by the driver by a switch provided in order to
avoid wasting the valuable time of the medical rescue team.
1. AndréFiliatrault
Professional
Experience
2003–present State University of New York, Buffalo, NY
Deputy Director of the Multidisciplinary Center for Earthquake
Engineering Research (MCEER) and Professor of Structural
Engineering
2001–present University of Pavia Pavia, Italy
Faculty and Member of the Scientific Board of the Rose European
School for Advanced Studies in Reduction of Seismic Risk
2001–present Ecole Polytechnique Montreal, QC
Adjunct Professor
1998–2003 University of California, San Diego La Jolla, CA
Professor of Structural Engineering
1994–1995 University of Canterbury Christchurch, NZ
Visiting Professor
1990–1998 Ecole Polytechnique Montreal, QC
Assistant, Associate and Full Professor of Civil Engineering
1988–1990 University of British Columbia Vancouver, BC
Assistant Professor of Civil Engineering
Education 1985–1988 University of British Columbia Vancouver, BC
Ph.D., Civil Engineering
Thesis: Design of Friction Damped Steel Frames by Energy Methods
1984–1985 University of British Columbia Vancouver, BC
M.Sc., Civil Engineering
Thesis: Seismic Evaluation of Friction Damped Steel Frames
1979–1983 University of Sherbrooke Sherbrooke, QC
B.Ing., Civil Engineering
Professional
Membership
Registered Professional Engineer, Province of Quebec, Canada (1990-)
Member of the Canadian Society of Civil Engineering (1984-)
Member of the American Society of Civil Engineers (1989-)
Member of the Board of Directors of the Canadian Association for
Earthquake Engineering (1995-97)
2. Member of the Earthquake Engineering Research Institute (1986-)
Member of the American Concrete Institute (1989-)
Member of the New Zealand National Society for Earthquake
Engineering (1991-)
Professional
Activities
Member of Editorial Board of Earthquake Spectra (2004-)
Member of the Selection Committee of the Shah Family Innovation Prize
of the Earthquake Engineering Research Institute (2004-)
Leader of the UCSD/CUREE/PEER reconnaissance team following the
Nisqually (Washington) earthquake in 2001
Member of the Canadian reconnaissance teams following the Loma
Prieta (California) earthquake in 1989 and the Northridge (California)
earthquake in 1994
Member of the New Zealand reconnaissance team following the Kobe
(Japan) earthquake in 1995
Consultant on several projects related to the seismic and dynamic
response of structures in collaboration with the following firms:
Kinetics Noise Control, Columbus, Ohio: Compression tests of carbon
fiber mesh reinforced rubber bearings
Peter S. Higgins & Associates, Malibu, CA: Shake table tests of
Storage Racks (2004)
Public Works and Services Canada: Seismic behavior of building
contents and interior architectural components (2002-03)
Peter S. Higgins & Associates, Malibu, CA: Shake table tests of
Home Depot shelving system (2001)
Hector Valencia, Architect, Tijuana, Mexico: Dynamic
characterization of a seismic filter (2001)
J. Paul Getty Museum, Los Angeles, CA: Shake table tests of a
base isolation table (2001)
Aker Engineering Inc., Houston, TX: Shake Table Tests of Buoyancy
Cans, (2001)
Spectrum Engineering, Vancouver, BC: Seismic qualification tests of
a friction damping system (1997)
General Electric Canada, Lachine, QC: Compressive test of
elastomeric turbine insulator (1997)
Fitel-PMX, Ottawa, ON: Seismic qualification tests of electronic
equipment (1996, 1997)
Nortel, Ville St-Laurent, QC: Seismic qualification tests of electronic
equipment (1996)
PMA Consultant, Longueil, QC: Compression and flexural tests of
composite pre-fabricated wall units (1996)
MTS Systems Corporation, Minneapolis, MN, USA: Assessment of
control algorithms for shake tables (1995)
Gaz Métropolitain, Montreal, QC: Dynamic analyses and testing of
isolation material for LNG tanks (1994)
Z-Tech R&D, St-Jerome, QC: Qualification tests of elastomeric
bridge bearings (1994)
Quebec Ministry of Transportation, Quebec: Seismic analyses of the
Shipshaw bridge (1992)
Pall Dynamics Ltd, Montreal, QC: Identification of site representative
earthquake ground motions (1992)
3. Read Jones Christofferssen, Vancouver, BC: Seismic analysis of a
21-story office building with a weak foundation (1991)
Artmet Ltd., Edmonton, AL: Seismic qualification tests of modular
office furniture (1990)
Failure Analysis Associates, Vancouver, BC: Forensic analysis of a
spillway failure (1990)
Khanna Consultant International Ltd, Vancouver, BC: Dynamic
analysis of a conveyor belt (1990)
3M Corporation, Minneapolis, USA: Seismic tests of timber shear walls
with wood adhesive (1990)
Current Research
Activities
Development of Post-Tensioned Energy-Dissipating (PTED)
connections for steel moment-resisting frames
Seismic design and analysis of wood structures
Seismic performance of electrical substation equipment
Seismic performance of nonstructural building components
Performance-Based Seismic Design of Pallet-Type Steel Storage Racks
Awards Received
Moisseiff Award, American Society of Civil Engineers (2002)
Japan Society for the Promotion of Science (JSPS) Invitation Fellowship
Program for Research in Japan (2001)
Research Awards for Foreign Specialists, Building Research Institute,
Tsukuba, Japan (2000)
Textbook “Éléments de génie parasisimique et de calcul dynamique des
structures” nominee for the Roberval Prize (France) for the best French
written book in the category “Graduate Teaching” (1997)
Director’s Award of Excellence, École Polytechnique de Montréal (1997)
Gzowski Medal for best paper in the Canadian Journal of Civil
Engineering, Canadian Society for Civil Engineering (1990)
Meritas Award given to the best teacher in Civil Engineering at Ecole
Polytechnique (1992, 93, 94, 97)
Research Grants
(since 1998 only)
• National Science Foundation Through the Pacific Earthquake
Engineering Research Center – PG&E Directed Studies, “Substation
Equipment Interaction – Rigid and Flexible Conductor Studies”,
$119,000.00, 8/1/98-8/31/99, Co-Principal Investigator with Ahmed
Elgamal and Scott Ashford (Principal Investigator: Frieder Seible)
• National Science Foundation Through the Pacific Earthquake
Engineering Research Center, “Performance of Bridge Components
Subjected to a Large Velocity Pulse”, $80,000.00, 5/1/99-4/30/00,
Co-Principal Investigator, (Principal Investigator: Scott Ashford)
• National Science Foundation, “Instructional Shake Tables: A
Cooperative Effort in Earthquake Engineering Education”,
$6,000.00, 9/1/99-8/31/01, Principal Investigator
• Federal Emergency Management Agency Through the CUREE-
Caltech Woodframe Project, “Shake Table Tests of a Two-Story
Single-Family House”, $344,000.00, 5/1/99-2/28/01, Principal
4. Investigator (Co-Principal Investigators: Chia-Ming Uang and Frieder
Seible)
• Federal Emergency Management Agency Through the CUREE-
Caltech Woodframe Project, “Task 1.3.1 – Loading Protocol and
Rate of Loading Effects”, $130,724.00, 09/01/99-3/31/01, Co-
Principal Investigator with Frieder Seible (Principal Investigator:
Chia-Ming Uang)
• Federal Emergency Management Agency Through the CUREE-
Caltech Woodframe Project, “Task 1.5.1 – Development of a
Seismic Analysis Software for Woodframe Construction”,
$104,000.00, 11/1/99-08/31/01, Principal Investigator (Co-Principal
Investigators: Chia-Ming Uang and Frieder Seible)
• United States Department of Transportation Federal Highway
Administration, “Large Displacement Capacity Shake Table Upgrade
of the Caltrans Seismic Response Modification Device Test
System”, $3,532,000.00, 9/30/99-9/29/03, Co-Principal Investigator
(Principal Investigator: Frieder Seible)
• Caltrans, “Proof and Acceptance Testing for the Caltrans Toll Bridge
Seismic Response Modification Device”, $1,387,656.00, 12/01/99-
12/31/00, Co-Principal Investigator (Principal Investigator: Frieder
Seible)
• Federal Emergency Management Agency Through the CUREE-
Caltech Woodframe Project, “Task 1.2–Organization of an
International Benchmark”, $64,000.00, 04/01/00-08/31/01, Co-
Principal Investigator with Frieder Seible (Principal Investigator:
Chia-Ming Uang)
• Federal Emergency Management Agency Through the CUREE-
Caltech Woodframe Project, “Task 1.5.4 – Analysis of Index
Buildings”, $60,000.00, 09/1/0-08/31/01, Principal Investigator
• National Science Foundation Through the Pacific Earthquake
Engineering Research Center/National Science Foundation,
“Guidelines, Specifications, and Seismic Performance
Characterization of Non-Structural Building Components and
Equipment”, $65,000.00, 10/1/00-03/31/02, Principal Investigator
• National Science Foundation Through the Pacific Earthquake
Engineering Research Center-Program of Applied Earthquake
Engineering Research of Lifeline Systems, “ Substation Interaction –
Flexible Buses”, $160,000.00, 07/01/00-09/30/02, Principal
Investigator
• National Science Foundation, “Interactive Web-based Experimental
and Computational Learning Environments”, $469,343.00, 9/15/00-
8/31/03, Co-Principal Investigator with Enrique Luco (Principal
Investigator: Ahmed Elgamal)
• Caltrans, “Completion of the Caltrans Toll Bridge/SRMD Test
Program”, $850,000.00, 3/1/01-12/31/02, Co-Principal Investigator
with Gianmario Benzoni (Principal Investigator: Frieder Seible)
• Caltrans, “Data Reduction Software and Dynamic Characterization
of SRMD”, $250,000.00, 1/1/01-12/31/01, Co-Principal Investigator
with Gianmario Benzoni (Principal Investigator: Frieder Seible)
• CUREE, “Assessment and Repair of Earthquake Damage Project”,
$5,000.00, 11/28/00-09/1/02, Principal Investigator
• CUREE, “Assessment and Repair of Earthquake Damage in
Residential Buildings”, $60,000, 02/01/01-03/31/02, Co-Principal
Investigator (Principal Investigator: Chia-Ming Uang)
• National Science Foundation, “Workshop on the
5. Assessment/Completion of the NEES Experimental Infrastructure”,
$60,000, 03/08/01-02/28/02, Co-Principal Investigator with Ahmed
Elgamal and Scott Ashford (Principal Investigator: Frieder Seible)
• National Science Foundation Through the University of Colorado,
“Fast Hybrid Test Platform for the Seismic Performance Evaluation
of Structural Systems,” $100,000, 1/1/01-12/31/02, Co-Principal
Investigator (Principal Investigator: Frieder Seible)
• National Science Foundation Through the Pacific Earthquake
Engineering Research Center-Program of Applied Earthquake
Engineering Research of Lifeline Systems, “Seismic Qualification
Requirements for Transformer Bushings”, $110,000.00, 10/01/01-
09/30/02, Principal Investigator
• CUREE, “Assessment and Repair of Earthquake Damage in
Residential Buildings, Phase II”, $64,245, 01/01/02-08/31/02, Co-
Principal Investigator (Principal Investigator: Chia-Ming Uang)
National Science Foundation Through the Pacific Earthquake
Engineering Research Center-Program of Applied Earthquake
Engineering Research of Lifeline Systems, “Substation Equipment
Interaction-Experimental Models of Rigid Bus Connectors”, $100,000.00,
04/01/02-03/31/03, Principal Investigator
National Science Foundation, “Large High Performance (LHP) Outdoor
Shake Table“, $5,890,000, 10/01/02-09/30/04, Co-Principal Investigator
with J.E. Luco, J. Conte, and J. Restrepo (Principal Investigator: F.
Seible)
National Science Foundation through the Pacific Earthquake
Engineering Research Center “Performance Evaluation of Gypsum
Wallboard Partitions”, $90,000, 10/1/02-09/30/03, Principal Investigator.
National Science Foundation through the Multidisciplinary Center for
Earthquake Engineering Research, “Experimental Seismic Fragility
Assessment of Operational and Functional Components in Acute Care
Facilities”, $80,000, 10/1/03-09/30/04, Principal Investigator.
National Science Foundation (CMS-0429331), “Development of Real-
Time Seismic Testing National Facility for Non-Structural Components
and Upgrade of the University at Buffalo NEES Node,” $260,000,
10/01/04-09/30/05.
National Science Foundation through the Multidisciplinary Center for
Earthquake Engineering Research, “Experimental Seismic Fragility
Assessment of Operational and Functional Components in Acute Care
Facilities”, $64,000, 10/1/04-09/30/05, Principal Investigator.
National Science Foundation through the Multidisciplinary Center for
Earthquake Engineering Research, “Performance of Secondary
Systems in Hospital Structures with Self-Centering Systems”, $35,000,
10/1/04-09/30/05, Principal Investigator.
American Society for of Heating, Refrigerating and Air-Conditioning
Engineers, “Static/Dynamic Equipment Testing and Certification”,
$80,000, 10/1/04-9/30/07, Principal Investigator.
Theses Supervised
Has supervised 2 Post-Doctoral, 3 Ph.D. and 23 M.Sc. theses and
currently supervising 1 Post-doctoral fellow, 2 Ph.D. and 3 M.Sc.
theses.
6. Teaching Activities
Undergraduate Teaching : Steel Design, Structural Analysis I, Solid
Mechanics I and II, Structural Dynamics, Design of Wood Structures,
Structures and Materials Laboratory, Technology and Society
Graduate Teaching : Earthquake Engineering, Solid Mechanics,
Supplemental Damping and Seismic Isolation, Structural Dynamics,
Structural Control
Technical
Committees
• Member and Group Leader of the Applied Technology Council
Project ATC-58 for the Development of Interim Shake Table Testing
Protocol for Nonstructural Components, 03/01/04-02/28/05.
• Deputy chair and member of a FEMA/BSSC/NIBS Task Force to
Develop Guidelines for the Seismic Design, Installation and Operation
of Industrial Storage Rack under the NEHRP Recommended
Provisions, 03/01/04-02/28/05.
• Member of the Grant Selection Committee for new researchers of
the Quebec Funds for Nature and Technologies (Fonds Quebecois
de Recherche sur la Nature et les Technologies), Quebec, Canada
(2004)
• Member of the CUREE-Kajima Joint Oversight Committee (2003-
present)
• Member of the Selection Committee for the Steacy Award, National
Science and Engineering Research Council of Canada (2002)
President of the Board of Directors of the Consortium of Universities for
Research in Earthquake Engineering (CUREE) (2001-02)
Chairman of the Expert Panel for the Review of the Center of Excellence
on Intelligent Systems for Innovative Structures, National Science and
Engineering Research Council of Canada (NSERC) (2001)
Vice-President of the Board of Directors of the Consortium of
Universities for Research in Earthquake Engineering (CUREE) (2000-
2001)
Member of Advisory Group, Assessment and Repair of Earthquake
Damage, Project conducted by Consortium of Universities for Research
In Earthquake Engineering (CUREE) for the California Earthquake
Authority (CEA) (2000-02)
Member of the ASCE Technical Committee on Seismic Effects, (1999-)
Member of the Civil Engineering Grant Selection Committee (GSC-006)
of the National Science and Engineering Research Council of Canada
(1998-2001)
Secretary of the Civil Engineering Steering Committee for the Fund Re-
Allocation Exercise of the National Science and Engineering Research
Council of Canada (1997-98)
Member of the Engineering Mechanics Committee of the Canadian
Society for Civil Engineering (1997-99)
Member of the RILEM 109-TSA Technical Committee on the Behavior of
Timber Structures under Seismic Action (1989-1991)
Scientific
Author of a textbook in French entitled: Élements de génie parasisimique
et de calcul dynamique des structures », Ecole Polytechnique Press,
7. Publications 505 pages, (1996)
Author of a textbook in English entitled: Elements of Earthquake
Engineering and Structural Dynamics, Polytechnique International, First
Edition: 371 pages, (1998), Second Edition: 405 pages (2002)
Author of 78 refereed journal papers, 1 book chapter and 99 publications
in conference proceedings (see attached list of research contributions)
8. List of Research Contributions by Dr. André Filiatrault (March 14, 2005)
Refereed journal publications (published, in press or accepted)
[J78] Filiatrault, A. and Matt H. 2005. “Experimental Seismic Response of High Voltage Transformer-
Bushing Systems,” Earthquake Spectra (in press).
[J77] Bruneau, M., Engelhardt, M., Filiatrault, A., Goel, S.C., Itani, A., Hajjar, J., Leon, R., Ricles, J.,
Stojadinovic, B. and Uang, C-M. 2005. “Review of Selected Research on US Seismic Design
and Retrofit Strategies for Steel Structures,” Journal of Progress in Structural Engineering and
Materials, Vol. 7, No. 3 (in press).
[J76] Filiatrault, A., and Stearns, C. 2005. “Flexural Properties of Flexible Conductors
Interconnecting Electrical Substation Equipment”, ASCE Journal of Structural
Engineering, Vol. 131, No. 1, 151-159.
[J75] Folz, B., and Filiatrault, A. 2004. “Blind Predictions of the Seismic Response of a
Woodframe House: An International Benchmark Study”, Earthquake Spectra, Vol. 20, No.
3, 825-851.
[J74] Filiatrault, A., Tremblay, R., and Kuan, S. 2004. “Generation of Floor Accelerations for
Seismic Testing of Operational and Functional Building Components,” Canadian Journal
of Civil Engineering, Vol. 31, No. 4, 646-663.
[J73] Filiatrault, A., Kuan, S., and Tremblay, R. 2004. “Shake Table Testing of Bookcase –
Partition Wall Systems,” Canadian Journal of Civil Engineering, Vol. 31, No. 4, 664-676.
[J72] Folz, B., and Filiatrault, A. 2004. “Seismic Analysis of Woodframe Structures I: Model
Formulation”, ASCE Journal of Structural Engineering, Vol. 130, No. 8, 1353-1360.
[J71] Folz, B., and Filiatrault, A. 2004. “Seismic Analysis of Woodframe Structures II: Model
Implementation and Verification”, ASCE Journal of Structural Engineering, Vol. 130, No.
8, 1361-1370.
[J70] Lam, F., Filiatrault, A., Kawai, N., Nakajima,S., and Yamaguchi, N. 2004. “Performance of
Timber buildings under seismic load – Part two Modeling,” Journal of Progress in Structural
Engineering and Materials, Vol. 6, No. 1, 79-83.
[J69] Filiatrault, A., Epperson, M., and Folz, B. 2004. “On the Equivalent Elastic Modeling for the
Direct-Displacement Based Seismic Design of Wood Structures,” Special Edition of the ISET
Journal of Earthquake Technology on Performance Based Design, Vol. 41, No. 1, 75-100.
[J68] Filiatrault, A., and Stearns, C. 2004. “Seismic Response of Electrical Substation
Equipment Interconnected by Flexible Conductors”, ASCE Journal of Structural
Engineering, Vol. 130, No.5, 769-778.
[J67] Dastous, J-B., Filiatrault, A., and Pierre, J-R. 2004. “Estimation of Displacement at
Interconnection Point of Substation Equipment Subjected to Earthquakes”, IEEE
Transactions on Power Delivery , Vo. 19, No. 2, 618-628.
[J66] Christopoulos, C., Léger, P., and Filiatrault, A. 2003. “Sliding Response of Gravity Dams
Under Vertical Seismic Accelerations,” Journal of Earthquake Engineering and
Engineering Vibration, Vol. 2, No. 2, 189-200.
[J65] Wanitkorkul, A., Lukkunaprasit, P., and Filiatrault, A. 2003. “Retrofit of Steel Moment-
Resisting Frames Subjected to Long-Distance Earthquakes Considering Weld Fractures”,
Journal of Earthquake Engineering, Vol. 7, No. 3, 495-510.
[J64] Tremblay, R., Archambault, M.-H., and Filiatrault, A. 2003, “Seismic Response of
Concentrically Braced Steel Frames Made of Rectangular Hollow Sections”, ASCE
Journal of Structural Engineering, Vol. 129, No. 12, 1626-1636.
[J63] Isoda, H., Filiatrault, A., and Folz, B. 2003. “A Case Study of Seismic Modeling and
Analytical Study on Woodframe Buildings in California”, Journal of Structural and
Construction Engineering, Transactions of the Architectural Institute of Japan, Vol. 653,
115-121.
[J62] Filiatrault, A., Isoda, H., and Folz, B. 2003. “Hysteretic Damping of Wood Framed
Buildings,” Engineering Structures, Vol. 25, No. 4, 461-471.
[J61] Lam, F., Filiatrault, A., Kawai, N., Nakajima, S., and Yamaguchi, N. 2002. “Performance
of Timber Buildings under Seismic Loads Part I: Experimental Studies”, Journal of
Progress in Structural Engineering and Materials, Vol. 4, No. 3, 276-285.
9. [J60] Filiatrault, A., Fischer, D., Folz, B., and Uang C-M. 2002. “Experimental Parametric Study
on the In-Plane Stiffness of Wood Diaphragms”, Canadian Journal of Civil Engineering,
Vol. 29, 554-566.
[J59] Filiatrault, A., Fischer, D., Folz, B., and Uang C-M. 2002. “Seismic Testing of a Two-Story
Woodframe House: Influence of Wall Finish Materials”, ASCE Journal of Structural
Engineering, Vol. 128, No. 10, 1337-1345.
[J58] Christopoulos, C., Filiatrault, A., Folz, B., and Uang, C-M. 2002. “Post-Tensioned Energy
Dissipating Connections for Moment-Resisting Steel Frames”, ASCE Journal of Structural
Engineering, Vol. 128, No. 9, 1111-1120.
[J57] Gibson, N., Filiatrault, A., and Ashford, S.A. 2002 “Impulsive Seismic Response of Bridge
Column-Cap Beam Joints, ” ACI Structural Journal, Vol. 99, No. 4, 470-479.
[J56] Christopoulos, C., Filiatrault, A., and Folz, B., 2002. “Seismic Response of Self-Centering
Hysteretic SDOF Systems”, Earthquake Engineering & Structural Dynamics, Vol. 31, No.
5, 1131-1150.
[J55] Filiatrault, A., and Folz, B., 2002. “Performance-Based Seismic Design of Wood Framed
Buildings”, ASCE Journal of Structural Engineering, Vol. 128, No. 1, 39-47.
[J54] Spangler-Shortreed, J., Seible, F., Filiatrault, A., and Benzoni, G. 2001. “Characterization
and Testing of the Caltrans Seismic Response Modification Devices Test System”,
Philosophical Transactions of the Royal Society of London: Theme Issue on Dynamic
Testing of Structures, Vol. 359, No. 1786, 1829-1850.
[J53] Filiatrault, A., Tremblay, R., and Wanitkorkul, A., 2001.“Performance Evaluation of
Passive Damping Systems for the Seismic Retrofit of Steel Moment Resisting Frames
Subjected to Near Field Ground Motions”, Earthquake Spectra, Vol. 17, No. 3, 427-456.
[J52] Filiatrault, A., and Holleran, M., 2001.“Stress-Strain Behavior of Reinforcing Steel and
Concrete under Seismic Strain Rates and Low Temperatures”, Materials and Structures,
Vol. 34, 235-239.
[J51] Paquette, J., Bruneau, M., and Filiatrault, A. 2001. “Out-of-Plane Seismic Evaluation and
Retrofit of Turn-of-the-Century North American Masonry walls”, ASCE Journal of
Structural Engineering, 127(5), 561-569.
[J50] Folz, B., and Filiatrault, A. 2001. “Cyclic Analysis of Wood Shear Walls”, ASCE Journal of
Structural Engineering, 127(4), 433-441, 2002 Leon S. Moisseiff Award Paper.
[J49] Filiatrault, A. and Kremmidas, S. 2000.“Seismic Interaction Between Components of
Electrical Substation Equipment Interconnected by Rigid Bus Conductors”, ASCE Journal
of Structural Engineering, 126(10), 1140-1149.
[J48] Filiatrault, A., Tremblay, R. and Kar, R. 2000. “Performance Evaluation of Friction Spring
Seismic Damper”, ASCE Journal of Structural Engineering, 126(4), 491-499.
[J47] Daudey, X., and Filiatrault, A. 2000. “Seismic Evaluation and Retrofit with Steel Jackets
of R/C Bridge Piers Detailed with Lap-Splices”, Canadian Journal of Civil Engineering,
27(1), 1-16.
[J46] Tremblay, R., Filiatrault, A. and Kremmidas, S. 1998. “Near Field Seismic Response of
Steel Moment Resisting Frames Retrofitted with Passive Friction Energy Dissipating
Systems”, ISET Journal of Earthquake Technology, 35(4), 243-263.
[J45] Filiatrault, A., and Tremblay, R. 1998. “Design of Tension-Only Concentrically Braced
Steel Frames for Seismic Induced Impact Loading”, Engineering. Structures 20(12),
1087-1096.
[J44] Filiatrault, A., Lachapelle, E., and Lamontagne, P. 1998. “Seismic Performance of Ductile
and Nominally Ductile Reinforced Concrete Moment Resisting Frames. II: Analytical
study”, Canadian Journal of Civil Engineering 25(2), 342-352.
[J43] Filiatrault, A., Lachapelle, E., and Lamontagne, P. 1998. “Seismic Performance of Ductile
and Nominally Ductile Reinforced Concrete Moment Resisting Frames. I: Experimental
study”, Canadian Journal of Civil Engineering 25(2), 331-341.
[J42] Massicotte, B., Mossor, B., Filiatrault, A., and Tremblay, S. 1998. “Compressive Strength
and Ductility of Steel Reinforced Concrete Columns”, ACI Special Publication SP182,
American Concrete Institute, Farmington Hills, MI., 23 pages.
[J41] Bondonet, G. and Filiatrault, A. 1997. "Frictional Response of PTFE Sliding Bearings at
High Frequencies”, ASCE Journal of Bridge Engineering 2(4), 139-148.
10. [J40] Tremblay, R. and Filiatrault, A. 1997. "Seismic Performance Evaluation of Steel Moment
Resisting Frames Retrofitted with Locally Reduced Beam Section Connections",
Canadian Journal of Civil Engineering 24(1), 78-89.
[J39] Filiatrault, A. and Lebrun I. 1996. "Seismic rehabilitation of reinforced concrete joints by
epoxy pressure injection technique", ACI Special Publication SP160, American Concrete
Institute, Farmington Hills, MI., pp. 73-92.
[J38] Tremblay, R. and Filiatrault, A. 1996. "Seismic Impact Loading in Inelastic Tension-Only
Concentrically Braced Steel Frames: Myth or Reality?", Earthquake Engineering and
Structural Dynamics 25(12), 1373-1389.
[J37] Tremblay, R., Bruneau, M., Nakashima, M., Prion, H.G.L., Filiatrault, A. and DeVall R.,
1996. "Seismic Design of Steel Structures: Lessons from the 1995 Hyogoken-Nanbu
Earthquake", Canadian Journal of Civil Engineering 23(3), 727-756, Honorable Mention
for the 1997 CSCE Gzowski Medal Award.
[J36] Prion, H. and Filiatrault, A., 1996. "Performance of Timber Structures During the Hyogo-
Ken Nanbu Earthquake of 17 January, 1995", Canadian Journal of Civil Engineering
23(3), 652-664.
[J35] Filiatrault, A., Pineau, S., and Houde, J., 1995. "Seismic Behaviour of Steel Fiber
Reinforced Concrete Interior Beam-Column Joints", ACI Structural Journal 92(5).
[J34] Filiatrault, A., Wagner, P. and Cherry, S., 1995. "Analytical Prediction of Experimental
Building Pounding", Earthquake Engineering and Structural Dynamics 24(8), 1131-1154.
[J33] Filiatrault, A. and Stieda, C.K.A., 1995. "Seismic Weaknesses of Residential Wood
Framed Buildings: Confirmations from the January 17, 1994 Northridge Earthquake".
Canadian Journal of Civil Engineering 22(2) 403-414.
[J32] Tremblay, R., Timler, P., Bruneau, M. and Filiatrault, A., 1995. "Performance of Steel
Structures During the January 17, 1994 Northridge Earthquake" Canadian Journal of
Civil Engineering, 22(2), 338-360.
[J31] Park, R., Billings, I.J., Clifton, G.C., Cousins, J., Filiatrault, A., Jennings, D.N., Lones,
L.C.P., Perrin, N.D., Roonet, S.L., Sinclair, J., Spurr, D.D., Tanaka, H., Walker, G., 1995.
"The Hyoho-ken Nanbu Earthquake of 17 January 1995, Report of the NZNSEE
Reconnaissance Team", Bulletin of the New-Zealand National Society for Earthquake
Engineering, 28(1), 1-98.
[J30] Tinawi, R., Filiatrault, A. and Léger, P., 1995. "Strong Motion Accelerograph Records
from the 1993 Napierville Earthquake", Canadian Journal of Civil Engineering, 22(1), 190-
196.
[J29] Filiatrault, A. and Cervantes, M. 1995. "Separation Between Buildings to Avoid Pounding
During Earthquakes", Canadian Journal of Civil Engineering, 22(1), 164-179.
[J28] Filiatrault, A., Ladicani, K. and Massicotte, B. 1994. "Seismic Performance of Code
Designed Fiber Reinforced Concrete Joints", ACI Structural Journal, 91(5), 564-571.
[J27] Katzensteiner, B., Mindess, S., Filiatrault, A. and Banthia, N., 1994. "Dynamic Tests of
Steel-Fiber Reinforced Concrete Frames", Concrete International, 16( 9), 57-60.
[J26] Filiatrault, A., Léger, P. and Tinawi, R., 1994. "On the Computation of the Seismic
Energy in Inelastic Structures", Engineering Structures, 16(6), 425-436.
[J25] Filiatrault, A., Tremblay, S. and Tinawi, R., 1994. "A Rapid Seismic Screening Procedure
for Existing Bridges in Canada", Canadian Journal of Civil Engineering, 21(4), 626-642.
[J24] Filiatrault, A., D'Aronco, D. and Tinawi, R., 1994. "Seismic Shear Demand of Ductile
Cantilever Walls: A Canadian Code Perspective", Canadian Journal of Civil Engineering,
21(3), 363-376.
[J23] Filiatrault, A., Cervantes, M., Folz, B. and Prion, H., 1994. "Pounding of Buildings During
Earthquake: A Canadian Perspective", Canadian Journal of Civil Engineering., 21(2),
251-265.
[J22] Tinawi, R., Sarrazin, M. and Filiatrault, A., 1993. "Response Spectra for Structures on
Soft soils in Eastern Canada", International Journal of Soil Dynamics & Earthquake
Enginering,12,469-477.
[J21] Filiatrault, A., 1993. Book Review "Analyse des structures - André Picard", Canadian
Journal of Civil Engineering, 20(6), 1081-1082.
11. [J20] Cherry, S. and Filiatrault, A., 1993. "Seismic Response Control of Buildings Using Friction
Dampers", Earthquake Spectra, 9( 3), 447-466.
[J19] Tinawi, R., Filiatrault, A. and Doré, C. 1993. "Damage to the Base of a Liquified Natural
Gas Tank from Blast Loading: A Case Study, ASCE Journal of Performance of
Constructed Facilities, 7(3), 148-163.
[J18] Filiatrault, A., Tinawi, R. and Massicotte, B. 1993. "Damage to a Cable-Stayed Bridge
During the 1988 Saguenay Earthquake, Part II: Dynamic Aspects", ASCE Journal of
Structural Engineering., 119(5), 1450-1463.
[J17] Filiatrault, A., Tinawi, R. and Massicotte, B. 1993. "Damage to a Cable-Stayed Bridge
During the 1988 Saguenay Earthquake, Part I: Static Aspects", ASCE Journal of
Structural Engineering., 119(5), 1432-1449.
[J16] Tremblay, R., Stiemer, S.F. and Filiatrault, A., 1993. "Overview of Seismic Provision
changes in National Building Code of Canada, 1990: Discussion", Canadian Journal of
Civil Engineering, 20(4), 334-339.
[J15] Filiatrault, A. and Folz, B., 1992. "Nonlinear Earthquake Response of Structurally
Interconnected Buildings", Canadian Journal of Civil Engineering, 18(4), 560-572.
[J14] Filiatrault, A., Anderson, D.L. and Devall R.H., 1992. "The Effect of a "Weak" Foundation
on the Seismic Performance of a Core Wall Type Building", Canadian Journal of Civil
Engineering, 19 (3), 530-539.
[J13] Filiatrault, A., 1991. "Seismic Evaluation of Modular Office Furniture System", Earthquake
Spectra, 7(4), 529-541.
[J12] Filiatrault, A. and Foschi, R.O., 1991. "Static and Dynamic tests of Timber Shear Walls
Fastened With Nails and Wood Adhesive", Canadian Journal of Civil Engineering, 18(.5),
749-755.
[J11] McLellan, A. and Filiatrault, A., 1991. "Discussion on Paper by H.C. Tsai and J.M. Kelly
"Earthquake Engineering and Structural Dynamics, 20(3), 293-295.
[J10] Filiatrault, A. and Foschi, R.O., 1990. "Seismic Performance of Timber Shear Walls
Fastened with Wood Adhesive", Wood Design Focus, 1(4), 16-20.
[J9] Filiatrault, A., 1990. "Static and Dynamic Analysis of Timber Shear Walls", Canadian
Journal of Civil Engineering, 17(4), 643-651, 1990 CSCE Gzowski Medal Award Paper.
[J8] Filiatrault, A., Folz, B. and Foschi R.O., 1990, "Finite Strip Free Vibration Analysis of
Wooden Floors, ASCE Journal of Structural Engineering, 116(8), 2127-2142.
[J7] Filiatrault, A., Cherry S., and Byrne, P.M., 1990. "Seismic Performance of Friction
Damped and Base Isolated Structures Founded on Mexico City Soils", Earthquake
Spectra, 6(2), 335-352.
[J6] Filiatrault, A. and Cherry, S., 1990. "Seismic Design Spectra for Friction Damped
Structures", ASCE Journal of Structural Engineering, 116( 5), 1334-1355.
[J5] Filiatrault, A., 1990, "Analytical Prediction of the Seismic Response of Friction Damped
Timber Shear Walls", Earthquake Engineering and Structural Dynamics, 19(2), 259-273.
[J4] Filiatrault, A., and Cherry, S., 1989. “ Parameters Influencing the Design of Friction
Damped Structures”, Canadian Journal of Civil Engineering, 16(5), 753-766.
[J3] Filiatrault, A., and Cherry, S., 1989. “ Efficient Numerical Modeling for the Design of
Friction Damped Braced Steel Frames”, Canadian Journal of Civil Engineering, 16(3),
211-218.
[J2] Filiatrault, A. and Cherry, S., 1988. "Comparative Performance of Friction Damped
Systems and Base Isolation Systems for Earthquake Retrofit and Aseismic Design”,
Earthquake Engineering and Structural Dynamics, 16(3), 389-416.
[J1] Filiatrault, A. and Cherry, S., 1987. “Performance Evaluation of Friction Damped Braced
Steel Frames Under Simulated Earthquake Loads”, Earthquake Spectra, 3(1), 57-78.
Article submitted to refereed journals
[S1] Filiatrault, A. and Matt, H. “Seismic Response of High Voltage Transformer-Bushing Systems,”
ASCE Journal of Structural Engineering.
[S2] Filiatrault, A., Bachman, R.E. and Mahoney, M.G. “Performance-Based Seismic Design of
Pallet-Type Steel Storage Racks,” Earthquake Spectra.
12. [S3] Lukkunaprasit, P., Wanitkorkul, A., and Filiatrault, A. “Retrofit of Steel Moment-Resisting
Frames with Slotted-Bolted Connections with Restrainers”, Journal of Earthquake Engineering.
Other refereed contributions
Monographs, books or book chapters
[B5] Filiatrault, A. 2002. “Elements of Earthquake Engineering and Structural Dynamics”,
Second Edition, Polytechnic International Press, 405 p.
[B4] Filiatrault, A., Editor. 2001. “Woodframe Project Testing and Analysis Literature
Reviews”, CUREE Publication No. W-03, Consortium of Universities for Research in
Earthquake Engineering, Richmond, CA.
[B3] Filiatrault, A. and Massicotte, B. 1999. "Steel Fiber Reinforced Concrete as a Potential
Material for Earthquake Resisting Structures", Fiber Reinforced Concrete: Present and
Future, Editors: Nemkumar Banthia, Arnon Bentur, Aftab Mufti, Canadian Society for Civil
Engineering, pp. 159-187.
[B2] Filiatrault, A. 1998. “Elements of Earthquake Engineering and Structural Dynamics”,
Polytechnic International Press, 378 p.
[B1] Filiatrault, A. 1996. "Éléments de génie parasismique et de calcul dynamique des
structures", Éditions de l'École Polytechnique de Montréal, 505 p.
Papers in conference proceedings
[C99] Filiatrault, A., Aref, A., Bruneau, M., Constantinou, M., Lee, G., Reinhorn, A., Whittaker, A.,
2004. “MCEER’s Research on the Seismic Response Modification of Structural and Non-
Structural Systems and Components in Hospitals”, International Conference in
Commemoration of 5th Anniversary of the 1999 Chi-Chi Taiwan Earthquake, Taipei,
September 2004 - on CD-ROM - also presented/published in Structural Engineers
Association of California 2004 Convention, Monterey, California, August 2004, pp.73-81
[C98] Folz, B., and Filiatrault, A. 2004. “Simplified Seismic Analysis of Woodframe Structures,”
Paper #245, 13th
World Conference on Earthquake Engineering, Vancouver, Canada, on
CD-ROM.
[C97] Beraldin, J., Latouche, C., El-Hakim, S., and Filiatrault, A. 2004. “Applications of
Photogrammetric and Computer Vision Techniques in Shake Table Testing,” Paper
#3458, 13th
World Conference on Earthquake Engineering, Vancouver, Canada, on CD-
ROM.
[C96] Van Den Einde, L., Restrepo, J., Conte, J., Luco, E., Seible, F., Filiatrault, A., Clark, A.,
Johnson, A., Graham, M., and Thoen, B. 2004. “Development of The George E. Brown
Jr. Network for Earthquake Engineering Simulation (NEES) Large High Performance
Outdoor Shake Table at The University of California, San Diego. 2004. Paper #3281, 13th
World Conference on Earthquake Engineering, Vancouver, Canada, on CD-ROM.
[C95] Lukkunaprasit, P., Wanitkorkul, A., and Filiatrault, A. 2004. “Performance Deterioration of
Slotted-Bolted Connection Due to Bolt Impact and Remedy by Restrainers,” Paper
#1986, 13th
World Conference on Earthquake Engineering, Vancouver, Canada, on CD-
ROM.
[C94] Filiatrault, A, J. Restrepo, J., and Christopoulos, C. 2004. “Development of Self-Centering
Earthquake Resisting Systems,” Paper #3393, 13th
World Conference on Earthquake
Engineering, Vancouver, Canada, on CD-ROM.
[C93] Kuan, S., Filiatrault, A., and Tremblay, R. 2003. “Seismic Behaviour of Free-Standing
Bookcases and Partition Wall-Bookcase Systems,” ATC-29-2 Seminar on Seismic
Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities,
Newport Beach, CA, 161-174.
[C92] Filiatrault, A., Restrepo, J., and Christopoulos, C. 2003. “Structural Self-Centering Earthquake-
Resisting Systems,” 2003 SEAOC Convention, Squaw Creek, CA, 165-173.
[C91] Filiatrault, A., and Stearns, C. 2003. “An Experimental Study on the Seismic Response of
Electrical Substation Equipment Interconnected by Flexible Conductors”, Sixth U.S.
Conference and Workshop on Lifeline Earthquake Engineering, Long Beach, CA, 667-676.
13. [C90] Dastous, J-B., and Filiatrault, A. 2003. “Seismic Displacement at Interconnection Points
of Substation Equipment”, Sixth U.S. Conference and Workshop on Lifeline Earthquake
Engineering, Long Beach, CA, 597-606.
[C89] Matt, H., and Filiatrault, A. 2003. “Seismic Response of Voltage Transformer”, Sixth U.S.
Conference and Workshop on Lifeline Earthquake Engineering, Long Beach, CA,647-
656 .
[C88] Christopoulos, C., and Filiatrault, A. 2003. “Direct Displacement-Based Design and
Seismic Response of Post-Tensioned Energy Dissipating Steel Frames,” Fourth
International Conference on Behaviors of Steel Structures in Seismic Areas – STESSA
2003, Naples, Italy, 6 p.
[C87] Christopoulos, C., and Filiatrault, A. 2003. “Post-Tensioned Energy Dissipating (PTED) Steel
Frames for Seismic Regions, “ASCE Structures Congress, Seattle, WA. Paper #392, on a CD-
ROM, 3 p.
[C86] Filiatrault, A. 2003. “Performance of Non-Structural Components During The February 28, 2001
Nisqually (Seattle-Olympia) Earthquake,” ASCE Structures Congress, Seattle, WA. Paper
#285, on a CD-ROM, 12 p.
[C85] Filiatrault, A., and Holleran, M. 2002. “Characteristics of Reinforced Concrete Bridge
Components Under Seismic Strain Rates and Low Temperatures,” 18th US-Japan Bridge
Engineering Workshop, St-Louis, MI, 49-63.
[C84] Filiatrault, A., Folz, B., and Isoda, H. 2002.”Direct Displacement-Based Seismic Design
for North American Wood Frame Buildings,” Structural Engineering World Congress-
SEWC 2002, Yokohama, Japan.
[C83] Filiatrault, A., and Kremmidas, S. 2002.” An Experimental Study on the Dynamic
Interaction of Interconnected Electrical Substation Equipment During Earthquakes”,
Structural Engineering Institute Specialty Conference on the Design, Maintenance, and
Constructability of Electrical Transmission Line and Substation Structures, Omaha,
Nebraska, 411-419.
[C82] Filiatrault, A., and Folz, B. 2002. “Direct Displacement-Based Seismic Design of Wood
Framed Buildings”, 7th
US National Conference on Earthquake Engineering, Boston,
Mas. Paper 00092, 10 p., on CD-ROM.
[C81] Christopoulos, C., Filiatrault, A., and Uang, C-M. 2002. “Behavior of Steel Moment
Resisting Frames with Post-Tensioned Energy Dissipating Connections,” 7th
US National
Conference on Earthquake Engineering, Boston, Mass. Paper 00031, 10 p., on CD-ROM.
[C80] Christopoulos, C., and Filiatrault, A. 2002. “Seismic Response of Post-Tensioned Energy
Dissipating Moment Resisting Steel Frames “, 12th
European Conference on Earthquake
Engineering, London, UK, Paper No. 61, on CD-ROM.
[C79] Filiatrault, A., Uang, C-M., and Seible, F. 2002 “CUREE-Caltech Woodframe Project –
Element 1: Testing and Analysis Program”, ASCE Structures Congress, Denver, CO.
317-318.
[C78] Filiatrault, A., Gibson, N., and Ashford, S.A. 2001. “Impulsive Seismic Performance Testing
of Reinforced Concrete Bridge Column-Cap Beam Joints”, 17th US-Japan Bridge
Engineering Workshop, Tsukuba, Japan, 14 p.
[C77] Christopoulos, C., Filiatrault, A., Uang, C-M., and Folz, B. 2001.”A Post-Tensioned
Energy-Dissipating Connection for Moment-Resisting Steel Structures in Seismic Zones,
First International Conference on Steel & Composite Structures (ICSCS’01), Pusan,
Korea, Vol. 2, 1621-1628.
[C76] Filiatrault, A., Fischer, D., Folz, B., and Uang, C-M. 2001. “Shake Table Testing of a Full-
Scale Two-Story Woodframe House”, ASCE Structures Congress, Washington, DC, 8 p.,
on CD-ROM.
[C75] Filiatrault, A., and Cobeen, K. 2000. “Earthquake Performance of Woodframe Structures
A Progress Report on the CUREe-Caltech Woodframe Project”, 69th
SEAOC Convention,
Vancouver, BC, Canada, 10 p.
[C74] Cobeen, K., and Filiatrault, A. 2000. “The CUREe-Caltech Woodframe Project in California :
Testing and Analysis to Mitigate Earthquake Damage on Woodframe Construction”,
Conference in Durability and Disaster Mitigation in Wood Frame Housing, Madison, WI.
14. [C73] Tinawi, R., Tremblay, R., Filiatrault, A., Massicotte, B., and Leger, P., 2000. “Research at
Ecole Polytechnique on the Seismic Response of Bridges”, Canada-Taiwan Workshop on
Bridges, Banff, Alberta, Canada.
[C72] Filiatrault, A., Uang, C-M, and Seible, F., 2000. “Ongoing Seismic Testing and Analysis
Program in the CUREe-Caltech Woodframe Project in California”, World Conference on
Timber Engineering – WCTE 2000, Whistler Resort, British Columbia, Canada, Paper 7.1.4, 8
p., on CD- ROM.
[C71] Christopoulos, C., and Filiatrault, A. 2000. “Non-Invasive Passive Energy Dissipation
Systems for the Seismic Design and Retrofit of Steel Structures”, Third International
Conference on Behaviors of Steel Structures in Seismic Areas – STESSA 2000,
Montreal, Canada , 387-394.
[C70] Filiatrault, A., Uang, C-M., and Seible, F. 2000. “Ongoing Seismic Testing and Analysis
Program of the CUREe-Caltech Woodframe Project”, ASCE Structures Congress,
Philadelphia, Pa., 8 p., on CD-ROM.
[C69] Christopoulos, C., Léger, P. and Filiatrault, A. 2000. “Generation of Vertical Accelerations
For Seismic Sliding Response Of Gravity Dams”, 12th World Conference on Earthquake
Engineering, Auckland, New Zealand, Paper No. 126, on CD-ROM.
[C68] Tremblay, R., Bérair, T.R., and Filiatrault, A. 2000. “Experimental Behaviour of Low-Rise
Steel Buildings with Flexible Roof Diaphragms”, 12th World Conference on Earthquake
Engineering, Auckland, New Zealand, Paper No. 2567, on CD-ROM.
[C67] Seible, F., Benzoni, G., Filiatrault, A., Post, T., and Mellon, D. 2000. “Performance
Validation of Large Seismic Response Modification Devices”, 12th World Conference on
Earthquake Engineering, Auckland, New Zealand, Paper No. 1154, on CD-ROM.
[C66] Filiatrault, A., Kremmidas, S., Seible, F., Clark, A.J., Nowak, R., and Thoen, B.K. 2000.
“Upgrade of First Generation Uniaxial Seismic Simulation System with Second
Generation Real-Time Three-Variable Digital Control System”, 12th World Conference on
Earthquake Engineering, Auckland, New Zealand, Paper No. 1674, on CD-ROM.
[C65] Seible, F., Filiatrault, A., Benzoni, G., and Post, T. 1999. “Performance Validation of
Large Seismic Response Modification Devices”, 1999 International Association for Bridge
and Structural Engineering Symposium, Rio de Janeiro.
[C64] Filiatrault, A., and Kremmidas, S. 1999. “Seismic Behavior of Steel Moment-Resisting
Frames Retrofitted with Passive Friction Energy Dissipating Systems Under Near-Fault
Ground Motions”, Eight Canadian Conference On Earthquake Engineering, Vancouver,
B.C., pp. 379-384.
[C63] Bruneau, M., Filiatrault. A., and Paquette, J. 1999. “Out-of-Plane Seismic Behavior of
Brick Masonry Walls of Typical Turn-of-the-Century North American Residential
Buildings”, ASCE Structures Congress, New Orleans, pp. 117-120.
[C62] Christopoulos, C., Filiatrault, A., Léger, P. 1999. “Effects of Near-Fault Vertical Seismic
Accelerations on the Response of Steel Moment-Resisting Frames”, Eight Canadian
Conference On Earthquake Engineering, Vancouver, B.C., pp. 293-298.
[C61] Filiatrault, A., Holleran, M., and Massicotte, B. 1998. “Seismic Behaviour of Reinforced
Concrete Bridge Piers in eastern North America under Simulated Winter Conditions”, 5th
International Conference on Short and Medium Span Bridges, Calgary, Alberta, Canada,
Paper V-075, 12 p.
[C60] Christopoulos, C., Filiatrault, A., and Léger, P. 1998. “Effects of Near-Fault Vertical
Seismic Accelerations on the Response of Steel Moment-Resisting Frames”, 1998
CUREE Annual Meeting, Los Angeles, CA.
[C59] Bondonet, G, and Filiatrault, A. 1998. “Development of a Novel Base Isolation System for
Bridges in Canada”, Eleventh European Conference on Earthquake Engineering, Paris,
France, 369 – (on a CD Rom).
[C58] Filiatrault, A., Léger, P., Massicotte, B., Tinawi, R., and Tremblay, R. 1998. “Experimental
Research Using the Earthquake Simulation Facility at École Polytechnique in Montreal”, 1998
CSCE Annual Conference, Halifax, NS.
[C57] Filiatrault, A., Lachapelle, E., and Lamontagne, P., 1998. “Seismic Behaviour of Ductile
and Nominally Ductile Reinforced Concrete Moment Resisting Frames,” Sixth U.S.
National Conference on Earthquake Engineering, Seattle, Wash., (on a CD ROM).
15. [C56] Kar, R., Filiatrault, A. and Tremblay, R., 1998. “Energy Dissipation for Seismic Control of
Structures”, Sixth U.S. National Conference on Earthquake Engineering, Seattle, Wash.,
(on a CD Rom)
[C55] Filiatrault, A., and Tremblay, R., 1998. “Seismic Retrofit of Steel Moment Resisting
Frames with Passive Energy Dissipating Systems”, NEHRP Conference and Workshop
on Research on the Northridge, California Earthquake of January 17, 1994, California
Universities for Research in Earthquake Engineering (CUREe), Richmond, California,
Vol. III-B, 1998, pp. III-554 -- III-561.
[C54] Tremblay, R., Tchebotarev, N., and Filiatrault, A., 1997. “Influence of the Loading Rate
and the Floor Slab on the Seismic Performance of RBS Connections for Steel Moment
Resisting Frames”, NEHRP Conference and Workshop on Research on the Northridge,
California Earthquake of January 17, 1994, California Universities for Research in
Earthquake Engineering (CUREe), Richmond, California, Vol. III-B, 1998, pp. III-722 -- III-
[C53]
[C53] Filiatrault, A., Holleran, M., Massicotte, B. ,1997. “Comportement sismique des piliers de
ponts en béton armé en conditions hivernales au Québec”, 4ième Colloque sur la
progression de la recherche Québecoise sur les ouvrages d’art, Québec.
[C52] Tremblay, R., Robert, N., and Filiatrault, A., 1997. “Tension-Only Bracing: A Viable
Earthquake Resistant System for Low Rise Buildings?,” Fifth International Colloquium on
stability and Ductility of Steel Structures, Nagoya, Japan, Vol. 2, pp. 1163-1170.
[C51] Tremblay, R., Tchebotarev, N., and Filiatrault, A., 1997. “Seismic Performance of RBS
Connections for Steel Moment Resisting Frames: Influence of Loading Rate and Floor
Slab”, Second International Conference on Behaviour of Steel Structures in Seismic
Areas - STESSA ‘97, Kyoto, Japan, pp. 664-671.
[C50] Filiatrault, A., Mitchell, D., and Paultre, P., 1997. “Cooperative Seismic Research
Program at École Polytechnique de Montréal, McGill University and Université de
Sherbrooke”, 1997 CSCE Annual Conference, Sherbrooke, QC, Vol. 4, pp. 269-277.
[C49] Tchebotarev, N., Tremblay, R., and Filiatrault, A., 1997. “Loading Rate Effects and
Influence of Floor Slab on the Seismic Performance of RBS Connections for Steel
Moment Resisting Frames”, 1997 CSCE Annual Conference, Sherbrooke, QC, Vol. 4, pp.
419-428.
[C48] Filiatrault, A., Lachapelle, E., and Lamontagne, P., 1997. "Shake Table Tests of Ductile
and Nominally Ductile Reinforced Concrete Moment Resisting Frames", 1997 CSCE
Annual Conference, Sherbrooke, QC, Vol. 4, pp. 279-288.
[C47] Massicotte, B., Mossor, B., Filiatrault, A., and Tremblay, S., 1997. “Compressive Strength
and Ductility of Steel Fiber Reinforced Concrete Columns”. ACI Spring Convention,
Seattle, Wash.
[C46] Filiatrault, A. and Tremblay, R., 1996. "Behaviour of Tension-Only Concentrically Braced
Steel Frames Under Simulated Earthquake Loads", International Conference on
Advances in Steel Structures ICASS'96, Hong Kong, Vol. II, pp. 1047-1052.
[C45] Filiatrault, A. and Tremblay, R., 1996. "Code Compatible Design Ground Motions for
Inelastic Structural Analyses in Canada", Pan Pacific Hazards '96 Conference,
Vancouver, Canada, on a CD-ROM.
[C44] Filiatrault, A. and Massicotte, B., 1996. "Potential Seismic Applications of Steel Fiber
Reinforced Concrete: A Capacity Design Approach", Advanced Composite Materials for
Bridges and Structures ACMBS-II Conference, Montreal, pp. 375-382.
[C43] Tremblay, R. and Filiatrault, A., 1996. "Shake Table Tests of Retrofitted Steel Moment
Resisting Frames", 1996 CSCE Annual Conference, Edmonton, Al, Vol. IIb, pp. 901-912.
[C42] Filiatrault, A., Tremblay, R., Thoen, B.K. and Rood, J., 1996."A Second Generation
Earthquake Simulation System in Canada: Description and Performance Evaluation",
11th World Conference on Earthquake Engineering, Acapulco, Mexico, Paper # 1204 on
CD ROM.
[C41] Bondonet, G. and Filiatrault, A., "Shape-Memory Alloy for the Seismic Isolation of
Bridges",1996. 11th World Conference on Earthquake Engineering, Acapulco, Mexico,
Paper # 1443 on a CD ROM.
16. [C40] Filiatrault, A., Wagner, P. and Cherry, S. "An Experimental Investigation on the Seismic
Pounding of Buildings", 1996. 11th World Conference on Earthquake Engineering,
Acapulco, Mexico, Paper # 2105 on a CD ROM.
[C39] Carr, A.J., Moss, P.J. and Filiatrault, A., 1995. "Pounding of Adjacent Structures During
Earthquakes: A Review of the Current State of Knowledge", New Zealand National
Society for Earthquake Engineering Annual Conference, Rotorua, NZ.
[C38] Tremblay, R., Archambault, M-H and Filiatrault, A., 1995. "Seismic Behavior of Ductile
Concentrically Steel X-Bracings", 7th Canadian Conference on Earthquake Engineering,
Montreal, pp. 549-556.
[C37] Carr, A.J., Moss, P.J. and Filiatrault, A., 1995. "Pounding of Adjacent Structures During
Earthquakes: A Review of the Current State of Knowledge", 7th Canadian Conference on
Earthquake Engineering, Montreal, pp. 221-228.
[C36] Katzensteiner, B.O. and Filiatrault, A., 1995. "Hysteretic Behaviour of Steel Fiber-
Reinforced Concrete Frames", 7th Canadian Conference on Earthquake Engineering,
Montreal, pp. 485-492.
[C35] Filiatrault, A., Massicotte, B. and Houde, J., 1995. "Application of Steel Fiber Reinforced
Concrete in Aseismic Design of Beam-Column Joints", 2nd University-Industry Workshop
on Fiber Reinforced Concrete, Toronto, pp. 303-317.
[C34] Filiatrault, A., Wagner, P., Cherry, S. and Ventura, C.E., 1994. "A Shake Table Study on
the Pounding of Buildings During Earthquakes", 5th U.S. National Conference on
Earthquake Engineering, Chicago, Ill., Vol. II, pp. 671-680.
[C33] Pineau, S., Filiatrault, A. and Houde, J., 1994. "Seismic Behaviour of Fiber Reinforced
Concrete Beam-Column Joints", 1994 CSCE Annual Conference, Winnipeg, Man., pp.
541-550.
[C32] Cherry, S. and Filiatrault, A. 1993. "Some Seismic Studies of Friction Damped
Structures", Proceedings, 17th European Regional Earthquake Engineering Seminar for
Young Scientists and Designers, Haifa, Israel, 19 pp.
[C31] Tremblay S., Filiatrault, A. and Tinawi, R., 1993. " A Method for Screening Existing
Bridges for Seismic Evaluation in Canada", 1993 CSCE Annual Conference, Fredericton,
N.B., Vol. II, pp. 115-124.
[C30] Ladicani, K., Filiatrault, A. and Massicotte, B., 1993. "Cyclic Tests of Steel Fiber
Reinforced Concrete Exterior Beam - Column Joints", 1993 CSCE Annual Conference,
Fredericton, N.B., Vol. II, pp. 493-502.
[C29] Tinawi, R., Filiatrault, A. and Sarrazin M., 1993. "Response Spectra for Structures on
Soft Soils in Eastern North America", SDEE-93, 6th International Conference on Soil
Dynamics & Earthquake Engineering, Bath, U.K., pp. 705-718.
[C28] Filiatrault, A., Tinawi, R., Felber, A., Ventura, C.E. and Stiemer, S.F., 1993. "Modal
Analysis and Testing of the Cable-Stayed Shipshaw Bridge in Jonquiere, Quebec", 11th
International Modal Analysis Conference, Kissimee, Flo., pp. 8-18.
[C27] Tinawi, R., and Filiatrault, A., 1992. "Torsional Periods of Symmetric Structures: A
Simplified Rayleigh Approach", 2nd Canadian Conference on Computing in Civil
Engineering, Ottawa, Ont.
[C26] Filiatrault, A., Tinawi, R., and Léger, P., 1992. "The Use of Energy Balance in Nonlinear
Seismic Analysis", 10th World Conference on Earthquake Engineering, Madrid, Spain,
pp. 4111-4116.
[C25] Katzensteiner, B., Filiatrault, A., Mindess, S. and Banthia, N., 1992. "Use of Steel Fibrous
Concrete in Seismic Design", 4th RILEM International Symposium on Fibre Reinforced
Cement and Concrete, University of Sheffield, England.
[C24] Cherry, S., and Filiatrault, A., 1992. "The Use of Friction Dampers in the Seismic Design
and Retrofit of Buildings", European Joint Conference on Engineering Systems Design &
Analysis, Istanbul, Turkey.
[C23] Filiatrault, A., and Fontaine, S., 1992. "Intégration d'une activité de recherche dans un
cours de deuxième cycle: Une étude de cas à l'Ecole Polytechnique de Montréal", C2
EI
Conference Canadienne sur l'Education en Ingénierie, Québec, pp. 214-220.
17. [C22] Filiatrault, A., Tinawi, R. and Massicotte, B., 1992. "Performance of the Shipshaw Bridge
During the November 25, 1988 Saguenay Earthquake", 1992 CSCE Annual Conference,
Quebec City.
[C21] Filiatrault, A., Tinawi, R., and Doré, C., 1992. "Effect of Blast Loading on Liquefied Tank
Bases: A Case Study", ASCE Structural Congress X, San Antonio, Texas, pp. 202-205.
[C20] Filiatrault, A., 1991. "A Simple Model for the Seismic Analysis of Timber Shear Walls",
PCEE-91 Pacific Conference on Earthquake Engineering., Auckland, New Zealand, pp.
359-369.
[C19] Filiatrault, A. and Folz B., 1991. "Seismic Analysis of Structurally Interconnected Steel
Frames", 6th Canadian Conference on Earthquake Engineering, Toronto, pp. 125-132.
[C18] Penn, M., Filiatrault, A., Foschi, R.O. and Cherry, S., 1991. "A Microcomputer Software
Package for Shake Table Testing", 6th Canadian Conference on Earthquake
Engineering, Toronto, Canada, pp. 351-358.
[C17] Filiatrault, A., 1991. "Friction Damping for the Aseismic Design of Buildings: The
Canadian Experience", International Meeting on Earthquake Protection of Buildings,
Ancona, Italy, pp. 21/D-39/D.
[C16] Tremblay, R., Stiemer, S., Filiatrault, A., and Prion, H.G.L., 1991. "Aspects of the Seismic
Design of Concentrically Braced Steel Frames", 1991 CSCE Annual Conference,
Vancouver, B.C., Vol.III, pp. 315-324.
[C15] Cherry, S., and Filiatrault, A., 1991. "The Use of Friction Dampers in the Seismic Design
and Retrofit of Buildings", STREMA 91 - Structural Studies, Repairs and Maintenance of
Historical Buildings, Seville, Spain, Vol. 22, pp. 101-119.
[C14] Tremblay, R., Prion, H.G.L., Stiemer, S.F., and Filiatrault, A., 1991. "Seismic Behaviour of
Concentrically Braced Steel Frames", Structural Stability Research Council 1991 Annual
Technical Session and Meeting, Chicago, Il.
[C13] Dolan, J.D. and Filiatrault, A., 1990. "A Mathematical Model to Predict the Steady-State
Response of Timber Shear Walls", 1990 International Timber Engineering Conference,
Tokyo, Japan.
[C12] Filiatrault, A., Foschi, R.O. and Folz, B., 1990. "Reliability of Timber Shear Walls Under
Seismic Loads", 1990 International Timber Engineering Conference, Tokyo, Japan.
[C11] Foschi, R.O., Wang Y. and Filiatrault, A., 1990. "Random Field Modeling of Material
Properties in Reliability Studies of Glued-Laminated Beams", 1990 International Timber
Engineering Conference, Tokyo, Japan.
[C10] Filiatrault, A. and Cherry, S., 1990. "A Simplified Design Procedure for Friction Damped
Structures", 4th U.S. National Conference on Earthquake Engineering, Palm Springs, CA,
Vol. 3, pp. 479-488.
[C9] Yung, W.C.W. and Filiatrault, A., 1990. "Innovative Energy Dissipating System for
Earthquake Design and Retrofit of Timber Structures", 1990 CSCE Annual Conference,
Hamilton, Vol. IV-2, pp. 601-618.
[C8] Cherry, S. and Filiatrault, A., 1990. « Friction Damping : An Innovative Design Approach
for Structures », The 9th
European Conference on Earthquake Engineering, Moscow,
Vol. 10-A, pp. 33-45.
[C7] Cherry, S., and Filiatrault, A., 1990. "Friction Damping: An Innovative Earthquake
Resistant Design Approach for Structures", The 2nd International Oleg Kerensky
Memorial Conference", Glasgow, Scotland, pp. 121-127.
[C6] Folz, B. and Filiatrault, A., 1990. "Dynamic Characteristics of One-Way Stiffened Floor
Systems by Finite Strip Analysis", 8th International Modal Analysis Conference,
Kissimmee, Flo., Vol.2, pp. 1338-43.
[C5] Filiatrault, A., Cherry, S., and Byrne, P.M., 1989. “Seismic Performance of Friction
Damped and Base Isolated Structures Founded on Mexico City Soils”, The 4th
International Conference on Soil Dynamics and Earthquake Engineering, Mexico City, pp.
385-402.
[C4] Filiatrault, A. and Cherry, S., 1988. “Seismic Design of Simple Friction Damped Braced
Frames” , The 9th
World Conference on Earthquake Engineering, Tokyo-Kyoto, pp. V-809
/ V-814.
18. [C3] Filiatrault, A. and Cherry, S., 1987. “Experimental Studies of Friction Damped Braced
Steel Frames”, The 5th
Canadian Conference on Earthquake Engineering. Ottawa, Ont.,
pp. 867-873.
[C2] Filiatrault, A. and Cherry, S., 1986. “Performance Evaluation of Friction Damping Devices
for Use in Aseismic Design “, ATC-17 Seminar and Workshop on Base isolation and
Passive Energy Dissipation, San Francisco, CA, pp. 261-270.
[C1] Filiatrault, A. and Cherry, S., 1986. “Tests of the Behaviour of Friction Dampers in Braced
Steel Frames”, The 8th
European Conference on Earthquake Engineering, Lisbon,
Portugal, pp. 8-5/41 - 8-5/48.
Technical Reports (since 1999 only)
[T22] Stearns, C. and Filiatrault, A. 2005. “Electrical Substation Equipment Interaction –
Experimental Rigid Conductor Studies,” Report PEER 2004/09, Pacific Earthquake
Engineering Research Center, Berkeley, CA, 79 p.
[T21] Filiatrault, A. and Wanitkorkul, A. 2004. “Compression Tests of Carbon Fiber Mesh
Reinforced Rubber Bearings,” Report No. CSEE-SEESL-2004-01, University at Buffalo, State
University of New York, Buffalo, NY, 31 p.
[T20] Matt, H. and Filiatrault, A. 2004. “Seismic Qualification Requirements for Transformer
Bushings,” Research Project Report No. SSRP-2003-12 Department of Structural
Engineering, University of California, San Diego, La Jolla, CA, 186 p.
[T19] Stearns, C. and Filiatrault, A. 2004. “Electrical Substation Equipment Interaction –
Experimental Rigid Conductor Studies,” Research Project Report No. SSRP-2003-11
Department of Structural Engineering, University of California, San Diego, La Jolla, CA,
89 p.
[T18] Collins, J.H. and Filiatrault, A. 2003. “Application of Post-Tensioned Energy Dissipating
(PTED) Connections in Steel Moment Resisting Frames,” Research Project Report No.
SSRP-2003-05 Department of Structural Engineering, University of California, San Diego,
La Jolla, CA, 118 p.
[T17] Filiatrault, A. and Stearns, C. 2002. “Substation Equipment Interaction – Experimental
Flexible Conductor Studies,” Structural Systems Research Project Report No. SSRP-
2002/09, Department of Structural Engineering, University of California, San Diego, La
Jolla, CA, 164 p.
[T16] Christopoulos, C., Filiatrault, A. and Uang, C-M. 2002. “Self-Centering Post-Tensioned
Energy Dissipating (PTED) Steel Frames for Seismic Regions,” Structural Systems
Research Project Report No. SSRP-2002/06, Department of Structural Engineering,
University of California, San Diego, La Jolla, CA, 292 p.
[T15] Filiatrault, A. and Christopoulos, C. 2002. “Guidelines, Specifications, and Seismic
Performance Characterization of Nonstructural Building Components and Equipment,”
Report PEER 2002/05, Pacific Earthquake Engineering Research Center, Berkeley, CA,
102 p.
[T14] Folz, B. and Filiatrault, A. 2001. “SAWS Version 1.0 - A Computer Program for Seismic
Analysis of Woodframe Structures,” Structural Systems Research Project Report No.
SSRP-2001/09, Department of Structural Engineering, University of California, San
Diego, La Jolla, CA, 93 p.
[T13] Folz, B., Filiatrault, A., Uang, C-M. and Seible, F. 2001. “Blind Predictions of the Seismic
Response of a Two-Story Woodframe House: An International Benchmark, ” Structural
Systems Research Project Report No. SSRP-2001/15, Department of Structural
Engineering, University of California, San Diego, La Jolla, CA, 235 p.
[T12] Filiatrault, A., Christopoulos, C., and Stearns, C. 2001. “Guidelines, Specifications, and
Seismic Performance Characterization of Nonstructural Building Components and
Equipment, ” Structural Systems Research Project Report No. SSRP-2001/13,
Department of Structural Engineering, University of California, San Diego, La Jolla, CA,
126 p.
[T11] Isoda, H., Folz, B., and Filiatrault, A. 2001. “Seismic Modeling of Index Woodframe
Buildings, ” Structural Systems Research Project Report No. SSRP-2001/12, Department
of Structural Engineering, University of California, San Diego, La Jolla, CA, 136 p.
19. [T10] Filiatrault, A., Kenzel, K.A., and Christopoulos, C. 2001. “Dynamic Characterization of a
Seismic Filter”, Test Report No. TR-2001/06, Department of Structural Engineering,
University of California, San Diego, La Jolla, CA, 130 p.
[T9] Gibson, N., Filiatrault, A. and Ashford, S.A. 2001. “Performance of Bridge joints
Subjected to a Large Velocity Pulse,” Structural Systems Research Project Report No.
SSRP-2001/10, Department of Structural Engineering, University of California, San
Diego, La Jolla, CA, 100 p.
[T8] Filiatrault, A., and Christopoulos, C. 2001.”Shake table Tests of Buoyancy Cans,” Test
Report No. TR-2001/06, Department of Structural Engineering, University of California,
San Diego, La Jolla, CA, 345 p.
[T7] Seible, F., Ashford, S., Elgamal, A. and Filiatrault, A. 2001. “Assessment and Completion
of the George E. Brown Jr. Network for Earthquake Engineering Simulation (NEES) Major
Research Equipment (MRE) Portfolio”, Structural Systems Research Project Report No.
SSRP-2001/07, Department of Structural Engineering, University of California, San
Diego, La Jolla, CA, 17 p.
[T6] Filiatrault, A. and Christopoulos, C. 2001. “Shake Table Tests of Home Depot Shelving
System”, Test Report No. TR-2001/03, Department of Structural Engineering, University
of California, San Diego, La Jolla, CA, 110 p.
[T5] Filiatrault, A. and Christopoulos, C. 2001. “Shake Table Tests of a Base Isolation Table”,
Test Report No. TR-2000/24, Department of Structural Engineering, University of
California, San Diego, La Jolla, CA, 46 p.
[T4] Filiatrault, A., Uang, C-M., Folz, B., Christopoulos, C. and Gatto, K. 2001.
“Reconnaissance Report of the February 28, 2001 Nisqually (Seattle-Olympia)
Earthquake”, Structural Systems Research Project Report No. SSRP-2000/15,
Department of Structural Engineering, University of California, San Diego, La Jolla, CA,
62 p.
[T3] Fischer, D., Filiatrault, A., Folz, B., Uang, C-M and Seible, F. 2001. “Shake Table Tests of
a Two-Story Woodframe House”, Structural Systems Research Project Report No.
SSRP-2000/15, Department of Structural Engineering, University of California, San
Diego, La Jolla, CA, 58 p.
[T2] Folz, B. and Filiatrault, A. 2000. “CASHEW – Version 1.0, A Computer Program for the
Cyclic Analysis of Wood Shear Walls”, Structural Systems Research Project Report No.
SSRP-2000/10, Department of Structural Engineering, University of California, San
Diego, La Jolla, CA, 58 p.
[T1] Filiatrault, A., Kremmidas, S., Elgamal, A. and Seible, F. 1999. “Substation Equipment
Interaction – Rigid and Flexible Conductor Studies”, Structural Systems Research Project
Report No. SSRP-99/09, Department of Structural Engineering, University of California,
San Diego, La Jolla, CA, 218 p.