StroNGER is an engineering consulting firm that provides services related to structural design, rehabilitation, fire safety, forensic engineering, education, and research and development. The firm was founded by academics from Sapienza University of Rome and has expertise in areas such as structural analysis, performance-based design, wind engineering, earthquake engineering, and energy harvesting from vibrations. StroNGER has worked on notable projects such as the design of the Messina Bridge and offshore wind farms. It also conducts research on resilience assessment of urban areas and developing sensors for monitoring structures.
Questions and Answers on Finding the values with sign of the other five Trigonometric Functions from the given value of a Trigonometric function with their representation in a right angled triangle
Questions and Answers on Finding the values with sign of the other five Trigonometric Functions from the given value of a Trigonometric function with their representation in a right angled triangle
mi sembra opportuno concludere
osservando in via generale che, relativamente ai metodi
di calcolo e alle normative, si debba evitare di dar loro
importanza eccessiva, per non mettere in ombra la progettazione
vera e propria. La quale ha nel calcolo soltanto una delle
sue fasi, seppure fondamentale, mentre trova in altre questioni
aspetti altrettanto qualificanti: intendo soprattutto la concezione
generale delle strutture; l’armonica distribuzione delle
masse; i particolari costruttivi; l’analisi dei problemi esecutivi e
dei costi; l’esame critico del comportamento generale della
costruzione comprendente anche, e non secondariamente, la
presenza di elementi non strutturali e della parte del terreno
coinvolta dalla struttura. Fatti, questi, che debbono entrare nel
vivo del processo progettuale, divenendo una forza unica e
ogni volta diversa. Fatti che non possono essere unitariamente
colti da elaborazioni numeriche e computers come invece
può riuscire a fare la mente umana con gli insostituibili ausili,
peculiari soltanto ad essa, dell’intuizione, dell’inventiva, della
fantasia, della creatività.
ntesi degli argomenti trattati nella esercitazione 7 (parte 1) del Corso di Tecnica delle Costruzioni tenuto presso la Facoltà di Ingegneria Civile della Sapienza di Roma
Lezione dell'Ing. Chiara Crosti al Corso di Progettazione Strutturale Antincendio, Prof. Ing. Franco Bontempi, Facolta' di Ingegneria Civile e Industriale, Universita' degli Studi di Roma La Sapienza.
Analysis and Design of Reinforced Concrete Solid Slab Bridgeijtsrd
Structural planning and analysis is an art and science of designing with economy, elegance and sturdiness. Structural designing requires an in depth structural analysis on which the planning is predicted, to compete within the ever competitive market, the use of software can save many man hours and efforts in structural analysis and an effort was made in the present study to achieve this objective. The purpose of this study is to analyze and design the solid deck slab bridge by STAAD Pro and manual method under different loading conditions. And also, the analysis results in term of shear, bending moment, axial force and deflection were checked by STAAD Pro which is passes through many different load combinations. The maximum design moments resulting from the combinations of various loading cases.part 1 The study deals with the planning and analysis of Solid Deck Slab using Staad Pro software. In this study solid deck slab having 8.2 m long span and the thickness of slab 0.65 m and the slab is simply supported. The drafting and detailing work was completed using AutoCAD software and thereafter the entire design work was completed using “Staad Pro v8i ss6â€.Part 2 Manual analysis of load is compared preferably with the results of software and thus its concluded that Staad Pro is suitable tool that may save considerable time and gives sufficiently accurate results.Part 3 Comparison of Manual Calculation and also the analysis results in term of shear, bending moment, axial force and deflection were checked by STAAD Pro which is passes through many different load combinations. The maximum design moments resulting from the combinations of various loading cases. Singh Shubham Yashwant | A. K. Jha | R. S. Parihar "Analysis & Design of Reinforced Concrete Solid Slab Bridge" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-5 , August 2022, URL: https://www.ijtsrd.com/papers/ijtsrd50691.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/50691/analysis-and-design-of-reinforced-concrete-solid-slab-bridge/singh-shubham-yashwant
mi sembra opportuno concludere
osservando in via generale che, relativamente ai metodi
di calcolo e alle normative, si debba evitare di dar loro
importanza eccessiva, per non mettere in ombra la progettazione
vera e propria. La quale ha nel calcolo soltanto una delle
sue fasi, seppure fondamentale, mentre trova in altre questioni
aspetti altrettanto qualificanti: intendo soprattutto la concezione
generale delle strutture; l’armonica distribuzione delle
masse; i particolari costruttivi; l’analisi dei problemi esecutivi e
dei costi; l’esame critico del comportamento generale della
costruzione comprendente anche, e non secondariamente, la
presenza di elementi non strutturali e della parte del terreno
coinvolta dalla struttura. Fatti, questi, che debbono entrare nel
vivo del processo progettuale, divenendo una forza unica e
ogni volta diversa. Fatti che non possono essere unitariamente
colti da elaborazioni numeriche e computers come invece
può riuscire a fare la mente umana con gli insostituibili ausili,
peculiari soltanto ad essa, dell’intuizione, dell’inventiva, della
fantasia, della creatività.
ntesi degli argomenti trattati nella esercitazione 7 (parte 1) del Corso di Tecnica delle Costruzioni tenuto presso la Facoltà di Ingegneria Civile della Sapienza di Roma
Lezione dell'Ing. Chiara Crosti al Corso di Progettazione Strutturale Antincendio, Prof. Ing. Franco Bontempi, Facolta' di Ingegneria Civile e Industriale, Universita' degli Studi di Roma La Sapienza.
Analysis and Design of Reinforced Concrete Solid Slab Bridgeijtsrd
Structural planning and analysis is an art and science of designing with economy, elegance and sturdiness. Structural designing requires an in depth structural analysis on which the planning is predicted, to compete within the ever competitive market, the use of software can save many man hours and efforts in structural analysis and an effort was made in the present study to achieve this objective. The purpose of this study is to analyze and design the solid deck slab bridge by STAAD Pro and manual method under different loading conditions. And also, the analysis results in term of shear, bending moment, axial force and deflection were checked by STAAD Pro which is passes through many different load combinations. The maximum design moments resulting from the combinations of various loading cases.part 1 The study deals with the planning and analysis of Solid Deck Slab using Staad Pro software. In this study solid deck slab having 8.2 m long span and the thickness of slab 0.65 m and the slab is simply supported. The drafting and detailing work was completed using AutoCAD software and thereafter the entire design work was completed using “Staad Pro v8i ss6â€.Part 2 Manual analysis of load is compared preferably with the results of software and thus its concluded that Staad Pro is suitable tool that may save considerable time and gives sufficiently accurate results.Part 3 Comparison of Manual Calculation and also the analysis results in term of shear, bending moment, axial force and deflection were checked by STAAD Pro which is passes through many different load combinations. The maximum design moments resulting from the combinations of various loading cases. Singh Shubham Yashwant | A. K. Jha | R. S. Parihar "Analysis & Design of Reinforced Concrete Solid Slab Bridge" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-5 , August 2022, URL: https://www.ijtsrd.com/papers/ijtsrd50691.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/50691/analysis-and-design-of-reinforced-concrete-solid-slab-bridge/singh-shubham-yashwant
GIRDER DESIGN OF A BALANCED CANTILEVER BRIDGE WITH ANALYSIS USING MIDAS CIVILAM Publications
Balanced cantilever bridges are used for special requirements like 1) Construction over traffic 2) Short lead time compared to steel 3) Use local labour and materials. If continuous spans are used, the governing bending moment can minimised and hence the individual span length can increase. But unyielding supports are required for continuous construction. Hence for the medium span in the range of about 35 to 60 m, a combination of supported span, cantilever and suspended span can be adopted and bridge with this type of superstructure is known as balanced cantilever bridge. This chapter include the analysis and design of a 50m span prestressed balanced cantilever bridge which comprises of 6 numbers of Pre-Cast Post Tensioned-I Girder 38m long Simply Supported at one end and connected through a Cast-in-Situ Stitch Concrete to a Continuous Balanced Cantilever Box Girder (2x11m). The bridge structure has been modelled by Finite element Technique using MIDAS Civil and analysis has been performed to get various output such as primary and secondary bending moment, shear forces and torsion quantities at various locations of the bridge. The design of super structure is performed as per IRC standards.
GIRDER DESIGN OF A BALANCED CANTILEVER BRIDGE WITH ANALYSIS USING MIDAS CIVILAM Publications
Balanced cantilever bridges are used for special requirements like 1) Construction over traffic 2) Short lead time compared to steel 3) Use local labour and materials. If continuous spans are used, the governing bending moment can minimised and hence the individual span length can increase. But unyielding supports are required for continuous construction. Hence for the medium span in the range of about 35 to 60 m, a combination of supported span, cantilever and suspended span can be adopted and bridge with this type of superstructure is known as balanced cantilever bridge. This chapter include the analysis and design of a 50m span prestressed balanced cantilever bridge which comprises of 6 numbers of Pre-Cast Post Tensioned-I Girder 38m long Simply Supported at one end and connected through a Cast-in-Situ Stitch Concrete to a Continuous Balanced Cantilever Box Girder (2x11m). The bridge structure has been modelled by Finite element Technique using MIDAS Civil and analysis has been performed to get various output such as primary and secondary bending moment, shear forces and torsion quantities at various locations of the bridge. The design of super structure is performed as per IRC standards.
Energy Harvesting IN VENTO 2014 - Petrini StroNGER.comStroNGER2012
Piezoelectric Energy Harvesting under Air Flow Excitation
by
Francesco Petrini, Konstantinos Gkoumas and Franco Bontempi.
This study focuses on the numerical analysis of a high efficiency Energy Harvesting device, based on
piezoelectric materials, for the sustainability of smart buildings, structures and infrastructures. Before that, a
comprehensive literature review on the topic takes place. The device consists in an aerodynamic fin attached to a
piezoelectric element that makes use of the air flow to harvest energy. The principal utilization of this device is
for energy autonomous sensors, with applications inbridges, transportation networks and smart buildings. The results are corroborated by advanced analytical and numerical analyses (in ANSYS®) that demonstrate the energy harvesting capacity.
5th International Workshop on
Design in Civil and Environmental Engineering
October 6-8th Sapienza University of Rome, ITALY
DCEE 2016 - www.dcee2016.eu
Paper presentation at the The 4th International Workshop on Design in Civil and Environmental Engineering (DCEE4), held at National Taiwan University, Taipei, Taiwan during October 30-31, 2015.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
NUMERICAL SIMULATIONS OF HEAT AND MASS TRANSFER IN CONDENSING HEAT EXCHANGERS...ssuser7dcef0
Power plants release a large amount of water vapor into the
atmosphere through the stack. The flue gas can be a potential
source for obtaining much needed cooling water for a power
plant. If a power plant could recover and reuse a portion of this
moisture, it could reduce its total cooling water intake
requirement. One of the most practical way to recover water
from flue gas is to use a condensing heat exchanger. The power
plant could also recover latent heat due to condensation as well
as sensible heat due to lowering the flue gas exit temperature.
Additionally, harmful acids released from the stack can be
reduced in a condensing heat exchanger by acid condensation. reduced in a condensing heat exchanger by acid condensation.
Condensation of vapors in flue gas is a complicated
phenomenon since heat and mass transfer of water vapor and
various acids simultaneously occur in the presence of noncondensable
gases such as nitrogen and oxygen. Design of a
condenser depends on the knowledge and understanding of the
heat and mass transfer processes. A computer program for
numerical simulations of water (H2O) and sulfuric acid (H2SO4)
condensation in a flue gas condensing heat exchanger was
developed using MATLAB. Governing equations based on
mass and energy balances for the system were derived to
predict variables such as flue gas exit temperature, cooling
water outlet temperature, mole fraction and condensation rates
of water and sulfuric acid vapors. The equations were solved
using an iterative solution technique with calculations of heat
and mass transfer coefficients and physical properties.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
HEAP SORT ILLUSTRATED WITH HEAPIFY, BUILD HEAP FOR DYNAMIC ARRAYS.
Heap sort is a comparison-based sorting technique based on Binary Heap data structure. It is similar to the selection sort where we first find the minimum element and place the minimum element at the beginning. Repeat the same process for the remaining elements.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
3. StroNGER
Structures of the Next Generation – Energy harvesting and Resilience
C. Crosti, S.Arangio, F. Petrini, K. Gkoumas, F. Bontempi
Str
o N
GER
www.stronger2012.com
4. StroNGER – who we are
Franco Bontempi, PhD
StroNGER srl, Scientific Advisor
Prof. of Structural Analysis and Design
Sapienza University of Rome
Expertise:
- Fire Safety Engineering
- Forensic Engineering
Expertise:
- Structural Safety
- Structural Identification
Expertise:
- Wind-Structure interaction
- Performance Based Design
Chiara Crosti, PhD
StroNGER srl, CEO
Francesco Petrini, PhD
StroNGER srl,Vice Director
Stefania Arangio, PhD
StroNGER srl, Director
Konstantinos Gkoumas, PhD
StroNGER srl, Partner
Expertise:
- Structural robustness
- Energy Harvesting
5. StroNGER –Vision
“…. to provide, through innovation,
advanced products and services for a
sustainable and safe world.”
6.
7. Prof. P. G. Malerba
Prof. F. Biondini
Prof. L. Sgambi
Prof. S. Manenti
Academic collaboration in ITALY
Prof.A. De Stefano
Prof. G. P. Cimellaro
8. Prof. J.Torero
Prof.A. Palmeri
Prof. J.R. Casas
Prof. M.A.N. Hendriks
Prof. L. Giuliani
Prof. U. Starossek
Prof. C. Gantes
Academic collaboration in EUROPE
9. Prof. M. Ghosn
Prof. E. Simiu
Dr. D. Duthinh
Prof. M. BarbatoProf. J. L. Beck
Prof. L.A. Bergman
Prof. J.C. Naito
Prof. P. Bocchini
Prof. D. Jauregui
Academic collaboration in the USA
12. 1. Design, rehabilitation and optimization of structures and
infrastructures
2. Design for fire and explosion
3. Forensic engineering
4. Teaching activities
5. Research and development
Services
13. Services
1. Design, rehabilitation and optimization of structures and
infrastructures
Consulting activity for:
• The design and analysis of complex and strategic structures in steel, reinforced
concrete, masonry, precast elements or with innovative materials;
• Development of numerical finite element models of different scale and complexity;
• Pedestrian, highway and railway bridges;
• Tunnels and foundation works;
• Assessment of the safety and reliability of existing structures and design of the
rehabilitation interventions;
• Design and optimization of special structural components;
• Offshore and onshore wind turbines;
• Performance-based Wind Design and Performance-based Earthquake design;
• Structural Health Monitoring also with the integration of remote sensing data.
15. Review of the final design of the Messina Bridge
Str
o N
GER
www.stronger2012.com
Sgambi, L., Gkoumas, K., Bontempi, F. (2012) “Genetic Algorithms for the Dependability Assurance in the Design of a
Long Span Suspension Bridge”, Computer-Aided Civil and Infrastructure Engineering,Vol. 27, No. 9, pp. 655–675
16. Concessionaria per la progettazione, realizzazione e gestione del collegamento stabile tra la Sicilia e il Continente
Organismo di Diritto Pubblico
(Legge n° 1158 del 17 dicembre 1971, modificata dal D.Lgs n° 114 del 24 aprile 2003)
PONTE SULLO STRETTO DI MESSINA
Documento principale: INGEGNERIA – PROGETTAZIONE
DEFINITIVA ED ESECUTIVA
Titolo documento: Fondamenti Progettuali e Prestazioni Attese
per l’Opera d’Attraversamento
Codice documento: GCG.F.04.01
Data Emissione: 14 Gennaio 2005
BASISOFTHEDESIGN
&
EXPECTEDPERMORMANCES
Str
o N
GER
www.stronger2012.com
19. Structural design of an OWT farm
in the Manfredonia Gulf (Adriatic Sea)
Str
o N
GER
www.stronger2012.com
20. Analysis and Design of
Offshore Wind Turbines (OWT)
GLOBAL
STRUCTURAL
MODELING
DESIGN ENVIRONMENT
MODELING
Str
o N
GER
www.stronger2012.com
21. Analysis, design and optimization
of Diagrid high-rise buildings
Str
o N
GER
www.stronger2012.com
Original Structure:
Outrigger
Improved Structure:
Diagrid
Perimetral
Structure
Internal
Structure
Milana, G., Olmati, P., Gkoumas, K., Bontempi, F. (2015) “Ultimate capacity of diagrid systems for tall buildings in the
nominal configuration and the damaged state”, Periodica Polytechnica Civil Engineering,Vol.59,No. 3, pp. 381 - 391
22. (a) (b)
(c) (d)
Massa
d’acqua
Molle
alla Winklerx
y
z
Structural analysis of structures and infrastractures
for the operation of an aqueduct
Str
o N
GER
www.stronger2012.com
23. TATO Ø STATO 1
Damage assessment with the support of
remote sensing techniques
Dati DinSAR da:
Arangio, S., Calò, F., Di Mauro, M., Bonano, M., Marsella, M. & Manunta, M. (2014):An application of the SBAS-DInSAR technique for the
assessment of structural damage in the city of Rome, Structure and Infrastructure Engineering,Vol. 10, No. 11, pp. 1469-1483
Str
o N
GER
www.stronger2012.com
27. Numerical simulation for an innovative connection
for rib supports of tunnels
Str
o N
GER
www.stronger2012.com
28. Testing of the connectionStr
o N
GER
www.stronger2012.com
29. Numerical analysis for the evaluation of the
performance of a connection between precast
elements in case of earthquake
Str
o N
GER
www.stronger2012.com
30. Numerical analysis for the evaluation of the
performance of a connection between precast
elements in case of earthquake
Str
o N
GER
www.stronger2012.com
33. 2. Design for fire and explosion
Services
- Advanced numerical analysis for design against fire, blast and explosions;
- Vulnerability assessment of existing structures;
- Modeling of actions and loads by means of advanced software
36. GAS explosion simulations
Pressure
Envelope
[barg]
yielding wall
unyielding wall
restaurant
kitchen
010103
bar
010103restaurant
bar
010102
-0.05
0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8
Pressure[barg]
time [ sec ]
P14 010101
P14 010102
P14 010103
Str
o N
GER
www.stronger2012.com
37. 3) Forensic Engineering
- Technical consulting;
- Back analysis for the interpretation of structural failures and collapse of civil
structures;
- Advanced numerical modeling.
Services
38. Crosti, C. & Duthinh, D. (2014) “A nonlinear model for gusset plate connections, Engineering Structures,V. 62-
63, pp.135-147.
Collapse of the I-35W Bridge, Minneapolis,
Minnesota, 2007
Str
o N
GER
www.stronger2012.com
39. Collapse of a musical stage, Reggio Calabria, 2011Str
o N
GER
www.stronger2012.com
40. Back analysis of the collapse of a masonry building,
Barletta, 2011
Str
o N
GER
www.stronger2012.com
41. Assessment of the damage in a building due to the
collapse of the adjacent building in Subiaco, 2012
Str
o N
GER
www.stronger2012.com
42. 4. Education and training activity
Education and training courses for Professional Engineers in the field of Civil and
Environmental Engineering:
- Fire Safety Design;
- Design against accidental actions;
- Numerical modeling;
- Steel structures;
- Performance-Based wind Design & Performance-Bases Earthquake Design;
- Codes and Standards.
Services
43. 5. Research and development
StroNGER starts as an academic spin off and the Research and Development has an
important role. Stronger is active in collaborations as a SME partner in joint
research proposals.
A presentation that describes StroNGER and its expertise for Horizon 2020 calls is
downloadable at http://www.slideshare.net/StroNGER2012
The main topics are:
• Resilience assessment – Multihazard approach. StroNGER is developing methods
and quantitative indices for the assesment of the resilience of urban areas, also in
case of multiple actions as fire after an earthquake.
• Sustainability and Energy Harvesting. StroNGER is working on methodologies and
tools for harvesting energy from the vibrations of civil structures and
infrastructures.
Services
44. Assessment and enhancement
of the resilience of urban
areas including strategic
infrastructures.
WP7
Network Model
WP1
Hazard Scenarios
A number of Multiple-Hazard scenarios and
corresponding Intensity Measures (Ims) will be
generated
WP2 WP3
WP7
LocalLevel
Network
Level
- General rules for modeling large scale
infrastructure as a network by considering
interrelations between nodes and links.
- Application to a case study (university campus)
WP5
WP6
ASSESSMENT OPTIMIZATION
Sensor technology
- SHM and IAQ sensor
network data
- sensor steered model
for robustness
assessment
Demonstration
- Large scale fire test
for sensor calibration
(WP5) and validation
of models (WP1-2-3)
- Small scale multiple
hazard tests
1
% of rescued
PERFORMANCEPROTECTION
1 2
Local resilience indicators Network resilience indicators
2
Repair time evaluation
Structure performanceA
B
ASSESSMENTandMITIGATION
(Analysisforeachnodeandlink)
NetworkLevel
ROBUSTNESS & MITIGATION
CALIBRATIONand
VALIDATION
1
1 2
2
= ASSESSMENT – follow path 1 (1st stage analysis)
= ENHANCEMENT – follow path 2 (2st stage analysis)
1
2
Scenario output before mitigation
Scenario output after mitigation
Algorithm for assessment and enhancement of resilience
1
2
Recovery
E.g. Repair time
Damage
Action
Damage/Disservice
Load values
IM
A
IM
100 %
People safetyB
1
2
Quality
Indicator
Status of nodes and links
(no interaction)
A
Quality
Indicator
Interactions effects (quality drop)B
L0
i TR
i
Quality (network level)
Combination of local indicators
Indicator
L0 TR
Resilience ∞ 1 /A
C
Resistance
Damage
MDPA (bottom-up)A
Mitigation measuresB
2
1
ordinary
element
critical
element
Local resilience indicators are evaluated for
each node and Link and for each scenario
Network resilience indicators are evaluated for
each scenario
Updated resilience indicators
RESILIENCE OF THE ORIGINAL
INFRASTRUCTURE IS EVALUATED
1
IMPROVEMENT OF RESILIENCE
2
2
WP4
Optimization analysis - network level
Optimization of L0 and TR by
probabilistic-based algorithmsD
Decision
making and
allocation
of resources
among
structural and
non structural
mitigation
measures
1
---- = WP content
---- = comment
Quality
L0 = initial losses
TR = recovery time
2
2
1
R.I.S.E. Framework for the assessment and enhancement of the resilience
Str
o N
GER
www.stronger2012.com
45. -- = ordinary node
= critical node in case of emergency---
= principal link (e.g. road)
HOSPITAL
HOUSE
AGGRGATE
MALL
SHOPPING
CENTEROFFICE
HOUSE
AGGRGATE
FIRE
DEPARTMENT
NUCLEAR
PLANT
HOSPITAL
HOUSE
AGGRGATE
MALL
SHOPPING
CENTEROFFICE
HOUSE
AGGRGATE
FIRE
DEPARTMENT
NUCLEAR
PLANT
= earthquake action
= blast action= fire action
Representation of a large infrastructure as a network of nodes and links
Nodes: relevant premises of the infrastructure Links: local and access roads, pipelines and supply
system
Initial losses
Recovery time:
• Resourcefulness
• Rapidity
Disasterstrikes
A
L0
(dQ/dt)0
LOCAL- LEVEL:
Contributeof the single
premise(e.g. hospital,
by considering the
interrelations with
proximity elements)
NETWORK- LEVEL:
- Convolution of the local-level contributes
dLi
Quantitative definition of Resilience (MCEER) R.I.S.E. Multiscale philosophy
Disaster strike --> Hazard
scenario
R.I.S.E. Framework for the assessment and enhancement of the resilience
Str
o N
GER
www.stronger2012.com
46. piezoTsensor
an advanced autonomous sensor for the temperature sensing
in building HVAC (Heating,Ventilation and Air Condition) systems
ServicesStr
o N
GER
www.stronger2012.com
www.piezotsensor.eu
51. SessionW1G: Special Session: FailureAnalysis & Forensic Structural Engineering
Organisers: Dr. S.Arangio & Dr. C. Crosti, Sapienza Univ. of Rome, Italy
BT 310 - Progressive Collapse and Structural Robustness: an International Perspective
Organisers :
Clay J. Naito,Ph.D., P.E.,Associate Professor and Associate Chair, Lehigh University
Konstantinos Gkoumas,Ph.D.,P.E.,Research Associate , Sapienza University of Rome
Events: 2013Str
o N
GER
www.stronger2012.com
52. Keywords: Performance-Based Design, Reliability-Based Design, Risk-Based Design, Natural and man-
made hazards, Uncertainty quantification
Michele Barbato
Associate Professor
Louisiana State University and
A&M College
Baton Rouge, LA 70803, USA
mbarbato@lsu.edu
Alessandro Palmeri
Senior Lecturer
Loughborough University
Sir Frank Gibb Building,
Loughborough LE11 3TU, UK
A.Palmeri@lboro.ac.uk
Francesco Petrini
Associate Researcher
Sapienza Università di Roma
Via Eudossiana 18
00184 Rome, ITALY
francesco.petrini@uniroma1.it
This mini-symposium provides the opportunity to present current research efforts and findings in the context of performance-
based, reliability-based, and risk-based design of engineering systems subjected to natural and man-made hazards. Contributions
addressing both theoretical developments and practical applications from different sub-fields of structural engineering (e.g.,
earthquake, wind, hurricane, fire, offshore, aerospace, blast engineering) are welcome
Str
o N
GER
www.stronger2012.com