Submit Search
Upload
A Study on Application of Passive Control Techniques to RC Bridges through Non Linear Dynamic Analysis
•
0 likes
•
46 views
IRJET Journal
Follow
https://irjet.net/archives/V4/i7/IRJET-V4I7162.pdf
Read less
Read more
Engineering
Report
Share
Report
Share
1 of 7
Download now
Download to read offline
Recommended
IRJET- Study on Parametric Behaviour of Box Girder Bridges under Different Ra...
IRJET- Study on Parametric Behaviour of Box Girder Bridges under Different Ra...
IRJET Journal
IRJET- Optimization of Process Parameters of Submerged ARC Welding
IRJET- Optimization of Process Parameters of Submerged ARC Welding
IRJET Journal
IRJET- A Review on Seismic Analysis and Sustainability of Multi Storey Struct...
IRJET- A Review on Seismic Analysis and Sustainability of Multi Storey Struct...
IRJET Journal
Comparative Study on Seismic Behaviour of Metro Railway Station Under Various...
Comparative Study on Seismic Behaviour of Metro Railway Station Under Various...
IRJET Journal
IRJET- Study on Causes of Cracks and its Remedial Measures in Reinforced Conc...
IRJET- Study on Causes of Cracks and its Remedial Measures in Reinforced Conc...
IRJET Journal
Limit States Solution to CSCS Orthotropic Thin Rectangular Plate Carrying Tra...
Limit States Solution to CSCS Orthotropic Thin Rectangular Plate Carrying Tra...
ijtsrd
Pushover Analysis of Balance Cantilever Bridge
Pushover Analysis of Balance Cantilever Bridge
IRJET Journal
Earthquake Analysis of Multi-Storied Buildings with Floating Columns
Earthquake Analysis of Multi-Storied Buildings with Floating Columns
IRJET Journal
Recommended
IRJET- Study on Parametric Behaviour of Box Girder Bridges under Different Ra...
IRJET- Study on Parametric Behaviour of Box Girder Bridges under Different Ra...
IRJET Journal
IRJET- Optimization of Process Parameters of Submerged ARC Welding
IRJET- Optimization of Process Parameters of Submerged ARC Welding
IRJET Journal
IRJET- A Review on Seismic Analysis and Sustainability of Multi Storey Struct...
IRJET- A Review on Seismic Analysis and Sustainability of Multi Storey Struct...
IRJET Journal
Comparative Study on Seismic Behaviour of Metro Railway Station Under Various...
Comparative Study on Seismic Behaviour of Metro Railway Station Under Various...
IRJET Journal
IRJET- Study on Causes of Cracks and its Remedial Measures in Reinforced Conc...
IRJET- Study on Causes of Cracks and its Remedial Measures in Reinforced Conc...
IRJET Journal
Limit States Solution to CSCS Orthotropic Thin Rectangular Plate Carrying Tra...
Limit States Solution to CSCS Orthotropic Thin Rectangular Plate Carrying Tra...
ijtsrd
Pushover Analysis of Balance Cantilever Bridge
Pushover Analysis of Balance Cantilever Bridge
IRJET Journal
Earthquake Analysis of Multi-Storied Buildings with Floating Columns
Earthquake Analysis of Multi-Storied Buildings with Floating Columns
IRJET Journal
06-Traffic Characterization ( Highway and Airport Engineering Dr. Sherif El-B...
06-Traffic Characterization ( Highway and Airport Engineering Dr. Sherif El-B...
Hossam Shafiq I
Three Dimensional Non-Linear Seismic Analysis of a Cable Stayed Bridge using ...
Three Dimensional Non-Linear Seismic Analysis of a Cable Stayed Bridge using ...
IRJET Journal
IRJET- Comparative Study of Effect of Different Positions of Shear Wall o...
IRJET- Comparative Study of Effect of Different Positions of Shear Wall o...
IRJET Journal
Sustainable Solution for Shoring Method of Cross-Creek Bridge in Ankeng MRT S...
Sustainable Solution for Shoring Method of Cross-Creek Bridge in Ankeng MRT S...
Dr. Amarjeet Singh
pavement analysis
pavement analysis
Saeed Badeli
Paper European Conference Athens 2011
Paper European Conference Athens 2011
ILIAS MICHALIS
Gate 2021-syllabus-civil-engineering
Gate 2021-syllabus-civil-engineering
RajeshKumar231481
Flexible Pavement Design
Flexible Pavement Design
Latif Hyder Wadho
State of the Art and Practice Geotechnical Design
State of the Art and Practice Geotechnical Design
Dr Mazin Alhamrany
Introduction, alignment & surveys
Introduction, alignment & surveys
GARRE RAVI KUMAR
Tunnel Stability Factor Michalis_Konstantis
Tunnel Stability Factor Michalis_Konstantis
ILIAS MICHALIS
Ilias Michalis PMV Workshop Dubai 2014
Ilias Michalis PMV Workshop Dubai 2014
ILIAS MICHALIS
Innovative solutions for complex geotechnical and tunnelling projects, april ...
Innovative solutions for complex geotechnical and tunnelling projects, april ...
Dr Mazin Alhamrany
Pushover analysis of rc frame structure with floating column and soft story i...
Pushover analysis of rc frame structure with floating column and soft story i...
eSAT Journals
Sma 17
Sma 17
kavita Jadhav
Analysis of Shear Live Load Girder Distribution Factors in Integral bridges u...
Analysis of Shear Live Load Girder Distribution Factors in Integral bridges u...
IJCMESJOURNAL
" Design of Flexible Pavement "
" Design of Flexible Pavement "
Nishant Pandey
Design Methodology for Feasible Railway Alignment
Design Methodology for Feasible Railway Alignment
IRJET Journal
Unit 5
Unit 5
Saravanan J Chandhran
IRJET- Static and Dynamic Analysis of Multistorey Buildings having Floating C...
IRJET- Static and Dynamic Analysis of Multistorey Buildings having Floating C...
IRJET Journal
MODELLING AND VIBRATION ANALYSIS OF REINFORCED CONCRETE BRIDGE
MODELLING AND VIBRATION ANALYSIS OF REINFORCED CONCRETE BRIDGE
International Research Journal of Modernization in Engineering Technology and Science
Analysis of performance of various skew angles of deck slab bridges in MIDAS ...
Analysis of performance of various skew angles of deck slab bridges in MIDAS ...
IRJET Journal
More Related Content
What's hot
06-Traffic Characterization ( Highway and Airport Engineering Dr. Sherif El-B...
06-Traffic Characterization ( Highway and Airport Engineering Dr. Sherif El-B...
Hossam Shafiq I
Three Dimensional Non-Linear Seismic Analysis of a Cable Stayed Bridge using ...
Three Dimensional Non-Linear Seismic Analysis of a Cable Stayed Bridge using ...
IRJET Journal
IRJET- Comparative Study of Effect of Different Positions of Shear Wall o...
IRJET- Comparative Study of Effect of Different Positions of Shear Wall o...
IRJET Journal
Sustainable Solution for Shoring Method of Cross-Creek Bridge in Ankeng MRT S...
Sustainable Solution for Shoring Method of Cross-Creek Bridge in Ankeng MRT S...
Dr. Amarjeet Singh
pavement analysis
pavement analysis
Saeed Badeli
Paper European Conference Athens 2011
Paper European Conference Athens 2011
ILIAS MICHALIS
Gate 2021-syllabus-civil-engineering
Gate 2021-syllabus-civil-engineering
RajeshKumar231481
Flexible Pavement Design
Flexible Pavement Design
Latif Hyder Wadho
State of the Art and Practice Geotechnical Design
State of the Art and Practice Geotechnical Design
Dr Mazin Alhamrany
Introduction, alignment & surveys
Introduction, alignment & surveys
GARRE RAVI KUMAR
Tunnel Stability Factor Michalis_Konstantis
Tunnel Stability Factor Michalis_Konstantis
ILIAS MICHALIS
Ilias Michalis PMV Workshop Dubai 2014
Ilias Michalis PMV Workshop Dubai 2014
ILIAS MICHALIS
Innovative solutions for complex geotechnical and tunnelling projects, april ...
Innovative solutions for complex geotechnical and tunnelling projects, april ...
Dr Mazin Alhamrany
Pushover analysis of rc frame structure with floating column and soft story i...
Pushover analysis of rc frame structure with floating column and soft story i...
eSAT Journals
Sma 17
Sma 17
kavita Jadhav
Analysis of Shear Live Load Girder Distribution Factors in Integral bridges u...
Analysis of Shear Live Load Girder Distribution Factors in Integral bridges u...
IJCMESJOURNAL
" Design of Flexible Pavement "
" Design of Flexible Pavement "
Nishant Pandey
Design Methodology for Feasible Railway Alignment
Design Methodology for Feasible Railway Alignment
IRJET Journal
Unit 5
Unit 5
Saravanan J Chandhran
IRJET- Static and Dynamic Analysis of Multistorey Buildings having Floating C...
IRJET- Static and Dynamic Analysis of Multistorey Buildings having Floating C...
IRJET Journal
What's hot
(20)
06-Traffic Characterization ( Highway and Airport Engineering Dr. Sherif El-B...
06-Traffic Characterization ( Highway and Airport Engineering Dr. Sherif El-B...
Three Dimensional Non-Linear Seismic Analysis of a Cable Stayed Bridge using ...
Three Dimensional Non-Linear Seismic Analysis of a Cable Stayed Bridge using ...
IRJET- Comparative Study of Effect of Different Positions of Shear Wall o...
IRJET- Comparative Study of Effect of Different Positions of Shear Wall o...
Sustainable Solution for Shoring Method of Cross-Creek Bridge in Ankeng MRT S...
Sustainable Solution for Shoring Method of Cross-Creek Bridge in Ankeng MRT S...
pavement analysis
pavement analysis
Paper European Conference Athens 2011
Paper European Conference Athens 2011
Gate 2021-syllabus-civil-engineering
Gate 2021-syllabus-civil-engineering
Flexible Pavement Design
Flexible Pavement Design
State of the Art and Practice Geotechnical Design
State of the Art and Practice Geotechnical Design
Introduction, alignment & surveys
Introduction, alignment & surveys
Tunnel Stability Factor Michalis_Konstantis
Tunnel Stability Factor Michalis_Konstantis
Ilias Michalis PMV Workshop Dubai 2014
Ilias Michalis PMV Workshop Dubai 2014
Innovative solutions for complex geotechnical and tunnelling projects, april ...
Innovative solutions for complex geotechnical and tunnelling projects, april ...
Pushover analysis of rc frame structure with floating column and soft story i...
Pushover analysis of rc frame structure with floating column and soft story i...
Sma 17
Sma 17
Analysis of Shear Live Load Girder Distribution Factors in Integral bridges u...
Analysis of Shear Live Load Girder Distribution Factors in Integral bridges u...
" Design of Flexible Pavement "
" Design of Flexible Pavement "
Design Methodology for Feasible Railway Alignment
Design Methodology for Feasible Railway Alignment
Unit 5
Unit 5
IRJET- Static and Dynamic Analysis of Multistorey Buildings having Floating C...
IRJET- Static and Dynamic Analysis of Multistorey Buildings having Floating C...
Similar to A Study on Application of Passive Control Techniques to RC Bridges through Non Linear Dynamic Analysis
MODELLING AND VIBRATION ANALYSIS OF REINFORCED CONCRETE BRIDGE
MODELLING AND VIBRATION ANALYSIS OF REINFORCED CONCRETE BRIDGE
International Research Journal of Modernization in Engineering Technology and Science
Analysis of performance of various skew angles of deck slab bridges in MIDAS ...
Analysis of performance of various skew angles of deck slab bridges in MIDAS ...
IRJET Journal
IRJET - Dynamic Analysis of Steel Truss Bridge under Various Combinational Mo...
IRJET - Dynamic Analysis of Steel Truss Bridge under Various Combinational Mo...
IRJET Journal
Comparative study on Time period and Frequency of Full Arch and Vierendeel T...
Comparative study on Time period and Frequency of Full Arch and Vierendeel T...
IRJET Journal
IRJET- Study on Cable Stayed Bridge using Csibridge Software
IRJET- Study on Cable Stayed Bridge using Csibridge Software
IRJET Journal
IRJET- Parametric Study of RC Deck Slab Bridge with Varying Thickness: A Conc...
IRJET- Parametric Study of RC Deck Slab Bridge with Varying Thickness: A Conc...
IRJET Journal
Analysis of Soil-Structure Interaction Mechanisms on Integral Abutment Bridge
Analysis of Soil-Structure Interaction Mechanisms on Integral Abutment Bridge
IRJET Journal
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
IRJET Journal
PARAMETRIC STUDY ON SLAB DECK BRIDGES USING RESPONSE SURFACE METHOD
PARAMETRIC STUDY ON SLAB DECK BRIDGES USING RESPONSE SURFACE METHOD
IRJET Journal
SEISMIC ANALYSIS OF TRANSFER SLAB STRUCTURE WITH DIFFERENT GEOMETRY
SEISMIC ANALYSIS OF TRANSFER SLAB STRUCTURE WITH DIFFERENT GEOMETRY
IRJET Journal
SEISMIC ANALYSIS OF LONG SPAN BRIDGE AND EXTERNAL SUBSTRUCTURE RETROFITING TE...
SEISMIC ANALYSIS OF LONG SPAN BRIDGE AND EXTERNAL SUBSTRUCTURE RETROFITING TE...
IRJET Journal
Seismic Vulnerability Assessment of RC Bridge –A Review
Seismic Vulnerability Assessment of RC Bridge –A Review
IRJET Journal
Analysis of rc bridge decks for selected national a nd internationalstandard ...
Analysis of rc bridge decks for selected national a nd internationalstandard ...
eSAT Journals
Analysis of rc bridge decks for selected national a nd internationalstandard ...
Analysis of rc bridge decks for selected national a nd internationalstandard ...
eSAT Journals
Analysis of rc bridge decks for selected national a nd internationalstandard ...
Analysis of rc bridge decks for selected national a nd internationalstandard ...
eSAT Journals
Analysis of rc bridge decks for selected national a nd internationalstandard ...
Analysis of rc bridge decks for selected national a nd internationalstandard ...
eSAT Journals
Analysis of rc bridge decks for selected national and internationalstandard l...
Analysis of rc bridge decks for selected national and internationalstandard l...
eSAT Publishing House
AN EXPERIMENTAL STUDY ON CFDST COLUMN UNDER AXIAL LOADING
AN EXPERIMENTAL STUDY ON CFDST COLUMN UNDER AXIAL LOADING
IRJET Journal
IRJET- A Review Paper on Study on Strengthening and Drainage of Flexible Pave...
IRJET- A Review Paper on Study on Strengthening and Drainage of Flexible Pave...
IRJET Journal
Influence of Openings and Local Soil Conditions on the Seismic Behavior of Tu...
Influence of Openings and Local Soil Conditions on the Seismic Behavior of Tu...
IRJET Journal
Similar to A Study on Application of Passive Control Techniques to RC Bridges through Non Linear Dynamic Analysis
(20)
MODELLING AND VIBRATION ANALYSIS OF REINFORCED CONCRETE BRIDGE
MODELLING AND VIBRATION ANALYSIS OF REINFORCED CONCRETE BRIDGE
Analysis of performance of various skew angles of deck slab bridges in MIDAS ...
Analysis of performance of various skew angles of deck slab bridges in MIDAS ...
IRJET - Dynamic Analysis of Steel Truss Bridge under Various Combinational Mo...
IRJET - Dynamic Analysis of Steel Truss Bridge under Various Combinational Mo...
Comparative study on Time period and Frequency of Full Arch and Vierendeel T...
Comparative study on Time period and Frequency of Full Arch and Vierendeel T...
IRJET- Study on Cable Stayed Bridge using Csibridge Software
IRJET- Study on Cable Stayed Bridge using Csibridge Software
IRJET- Parametric Study of RC Deck Slab Bridge with Varying Thickness: A Conc...
IRJET- Parametric Study of RC Deck Slab Bridge with Varying Thickness: A Conc...
Analysis of Soil-Structure Interaction Mechanisms on Integral Abutment Bridge
Analysis of Soil-Structure Interaction Mechanisms on Integral Abutment Bridge
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
Wind Braces & Tie Runners as Mittigating Elements in Industrial Sheds Against...
PARAMETRIC STUDY ON SLAB DECK BRIDGES USING RESPONSE SURFACE METHOD
PARAMETRIC STUDY ON SLAB DECK BRIDGES USING RESPONSE SURFACE METHOD
SEISMIC ANALYSIS OF TRANSFER SLAB STRUCTURE WITH DIFFERENT GEOMETRY
SEISMIC ANALYSIS OF TRANSFER SLAB STRUCTURE WITH DIFFERENT GEOMETRY
SEISMIC ANALYSIS OF LONG SPAN BRIDGE AND EXTERNAL SUBSTRUCTURE RETROFITING TE...
SEISMIC ANALYSIS OF LONG SPAN BRIDGE AND EXTERNAL SUBSTRUCTURE RETROFITING TE...
Seismic Vulnerability Assessment of RC Bridge –A Review
Seismic Vulnerability Assessment of RC Bridge –A Review
Analysis of rc bridge decks for selected national a nd internationalstandard ...
Analysis of rc bridge decks for selected national a nd internationalstandard ...
Analysis of rc bridge decks for selected national a nd internationalstandard ...
Analysis of rc bridge decks for selected national a nd internationalstandard ...
Analysis of rc bridge decks for selected national a nd internationalstandard ...
Analysis of rc bridge decks for selected national a nd internationalstandard ...
Analysis of rc bridge decks for selected national a nd internationalstandard ...
Analysis of rc bridge decks for selected national a nd internationalstandard ...
Analysis of rc bridge decks for selected national and internationalstandard l...
Analysis of rc bridge decks for selected national and internationalstandard l...
AN EXPERIMENTAL STUDY ON CFDST COLUMN UNDER AXIAL LOADING
AN EXPERIMENTAL STUDY ON CFDST COLUMN UNDER AXIAL LOADING
IRJET- A Review Paper on Study on Strengthening and Drainage of Flexible Pave...
IRJET- A Review Paper on Study on Strengthening and Drainage of Flexible Pave...
Influence of Openings and Local Soil Conditions on the Seismic Behavior of Tu...
Influence of Openings and Local Soil Conditions on the Seismic Behavior of Tu...
More from IRJET Journal
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
IRJET Journal
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
IRJET Journal
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
IRJET Journal
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
IRJET Journal
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
IRJET Journal
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
IRJET Journal
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
IRJET Journal
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
IRJET Journal
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
IRJET Journal
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
IRJET Journal
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
IRJET Journal
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
IRJET Journal
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
IRJET Journal
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
IRJET Journal
React based fullstack edtech web application
React based fullstack edtech web application
IRJET Journal
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
IRJET Journal
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
IRJET Journal
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
IRJET Journal
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
IRJET Journal
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
IRJET Journal
More from IRJET Journal
(20)
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
React based fullstack edtech web application
React based fullstack edtech web application
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Recently uploaded
Risk Assessment For Installation of Drainage Pipes.pdf
Risk Assessment For Installation of Drainage Pipes.pdf
ROCENODodongVILLACER
Effects of rheological properties on mixing
Effects of rheological properties on mixing
viprabot1
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
VICTOR MAESTRE RAMIREZ
Sachpazis Costas: Geotechnical Engineering: A student's Perspective Introduction
Sachpazis Costas: Geotechnical Engineering: A student's Perspective Introduction
Dr.Costas Sachpazis
Introduction-To-Agricultural-Surveillance-Rover.pptx
Introduction-To-Agricultural-Surveillance-Rover.pptx
k795866
Gfe Mayur Vihar Call Girls Service WhatsApp -> 9999965857 Available 24x7 ^ De...
Gfe Mayur Vihar Call Girls Service WhatsApp -> 9999965857 Available 24x7 ^ De...
srsj9000
Work Experience-Dalton Park.pptxfvvvvvvv
Work Experience-Dalton Park.pptxfvvvvvvv
LewisJB
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
9953056974 Low Rate Call Girls In Saket, Delhi NCR
young call girls in Green Park🔝 9953056974 🔝 escort Service
young call girls in Green Park🔝 9953056974 🔝 escort Service
9953056974 Low Rate Call Girls In Saket, Delhi NCR
Electronically Controlled suspensions system .pdf
Electronically Controlled suspensions system .pdf
me23b1001
CCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdf
CCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdf
Asst.prof M.Gokilavani
DATA ANALYTICS PPT definition usage example
DATA ANALYTICS PPT definition usage example
PragyanshuParadkar1
Arduino_CSE ece ppt for working and principal of arduino.ppt
Arduino_CSE ece ppt for working and principal of arduino.ppt
SAURABHKUMAR892774
IVE Industry Focused Event - Defence Sector 2024
IVE Industry Focused Event - Defence Sector 2024
Mark Billinghurst
An experimental study in using natural admixture as an alternative for chemic...
An experimental study in using natural admixture as an alternative for chemic...
Chandu841456
Architect Hassan Khalil Portfolio for 2024
Architect Hassan Khalil Portfolio for 2024
hassan khalil
Artificial-Intelligence-in-Electronics (K).pptx
Artificial-Intelligence-in-Electronics (K).pptx
britheesh05
GDSC ASEB Gen AI study jams presentation
GDSC ASEB Gen AI study jams presentation
GDSCAESB
Introduction to Machine Learning Unit-3 for II MECH
Introduction to Machine Learning Unit-3 for II MECH
C Sai Kiran
Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.
eptoze12
Recently uploaded
(20)
Risk Assessment For Installation of Drainage Pipes.pdf
Risk Assessment For Installation of Drainage Pipes.pdf
Effects of rheological properties on mixing
Effects of rheological properties on mixing
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
Sachpazis Costas: Geotechnical Engineering: A student's Perspective Introduction
Sachpazis Costas: Geotechnical Engineering: A student's Perspective Introduction
Introduction-To-Agricultural-Surveillance-Rover.pptx
Introduction-To-Agricultural-Surveillance-Rover.pptx
Gfe Mayur Vihar Call Girls Service WhatsApp -> 9999965857 Available 24x7 ^ De...
Gfe Mayur Vihar Call Girls Service WhatsApp -> 9999965857 Available 24x7 ^ De...
Work Experience-Dalton Park.pptxfvvvvvvv
Work Experience-Dalton Park.pptxfvvvvvvv
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
young call girls in Green Park🔝 9953056974 🔝 escort Service
young call girls in Green Park🔝 9953056974 🔝 escort Service
Electronically Controlled suspensions system .pdf
Electronically Controlled suspensions system .pdf
CCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdf
CCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdf
DATA ANALYTICS PPT definition usage example
DATA ANALYTICS PPT definition usage example
Arduino_CSE ece ppt for working and principal of arduino.ppt
Arduino_CSE ece ppt for working and principal of arduino.ppt
IVE Industry Focused Event - Defence Sector 2024
IVE Industry Focused Event - Defence Sector 2024
An experimental study in using natural admixture as an alternative for chemic...
An experimental study in using natural admixture as an alternative for chemic...
Architect Hassan Khalil Portfolio for 2024
Architect Hassan Khalil Portfolio for 2024
Artificial-Intelligence-in-Electronics (K).pptx
Artificial-Intelligence-in-Electronics (K).pptx
GDSC ASEB Gen AI study jams presentation
GDSC ASEB Gen AI study jams presentation
Introduction to Machine Learning Unit-3 for II MECH
Introduction to Machine Learning Unit-3 for II MECH
Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.
A Study on Application of Passive Control Techniques to RC Bridges through Non Linear Dynamic Analysis
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 622 A STUDY ON APPLICATION OF PASSIVE CONTROL TECHNIQUES TO RC BRIDGES THROUGH NON LINEAR DYNAMIC ANALYSIS Mr Praveen J. V1, Adarsh N Hegde 2, Mr Raveesh R M 3 1,2 Sri Siddhartha institute of technology agalkote, tumakuru – 572105,Karnataka, India 3 Design Engineer, Sculpture consultancy Tumakuru – 572105,Karnataka, India ---------------------------------------------------------------------***------------------------------------------------------------------- Abstract - Present study focuses on the study of effect of TMD with optimum parameters (frequency ratio and mass ratio). In this study TMD is used to reduce the vibrations in RC bridges. A RC bridge with different span with and without TMDs has been considered for the analysis. 3D models and analysis has been done by using a FE package SAP2000 by using direct integration method. TMDs with different mass ratios 2%, 3% and 4% are considered. The models were used to represent bridges located in zone 5 of India. The systemic parameters studied are natural period, base shear, roof displacement, lateral displacement, storey drift and shear force, bending moment of column. Time history analysis has been considered out .the structures has been subjected to a set-off ground motion Buhl for the bridges with, without TMDs and theresults are interpreted Key Words: TMD; RC bridge; Natural period; Base shear; Roof displacement; lateral displacement;Storeydrift and shear force; bending moment of column 1. INTRODUCTION In the transportation systems highway and railway bridges play a vital role. In the design of these bridges the vibrations caused by the passageway of vehicles have become an important contemplation. Particularly the interaction problem between the moving vehicles and the bridge structures has attracted much attention during the last few decades. This is due to the speedy increase in the proportion of high-speed vehicles and heavy vehicles in the highway and railway passage and the tendency to use high-performance materials and more slight sections for the bridges. Communication between the vehicle-bridge is a complex vibrant occurrence, which is a non-linear problemdependent on many parameters? These parameters include the natural frequencies of vibration and type of bridge, vehicle kind, vehicle speed and traversing pathway, number of vehicles and their relative positions on the bridge, highway surface irregularities, the damping description of bridge and vehicle etc. The first recorded research into bridge vibrationappears to be a report published in the 19th century (Willis, 1849), which discussed the reasons for fall down of the Chester Railway Bridge. In the first half of the 20th century, investigation into bridge vibration were mainly concerned with developing analytical solutions for simple cases of moving force (Timoshenko 1922, Lowan 1935, Ayre et al 1950, Ayre and Jocobsen 1950) and moving mass (Jeffcott, 1929). The model of moving force is the simplest model whereby researchers can capture the necessary active characteristics of a bridge under the action ofa movingmedium, eventhough the interaction Between the vehicle and bridge is mistreated. Where the inertia of the vehicle camion is regarded as little, a moving mass mode is often adoptedasanalternative.Though the moving mass model suffers from its inability to consider the bouncy effect of the moving mass, which is important in the presence of road surface irregularities or for vehicles running at high speeds. The high-speed digital computer invention few decades ago made it possible to analyses the interaction problem with more complicated bridge and vehicle models. Vibration of different types of bridges such as girder bridges,slabbridges, cable-stayed bridges and suspension bridges due to affecting vehicles and trains could be considered by using moving vehicle representation, in which a vehicle was modelled as a mass-spring-damper, single-axle or multi-axle dynamic system. Even though wide-ranging studies have been donein this field, high-performance analysis methods are still required for accurate forecast of dynamic response of these bridges under moving trains and vehicles. Alternatively, Allow for thedynamiceffectsresultingfromthe passage of vehicles, plenty of design codes such as American Association of State Highway and Transportation Officials (AASHTO) Standard Specifications for Highway Bridges (1996) require that the inactive live loads be increased by an impact problem, which is definedastheratioofthemaximum dynamic retort to the maximum static retort of the bridge minus one. AASHTO Specifications (Standard 1996), the impact factor is specified as a function of spandistance endto end only. It is certainly a simplification. It’s been reported that the force factors calculated according tothesecodes may not be traditional in many cases. There exists an urgent need to develop reasonable design formulae based on accurate calculation of the true behaviour of the entire bridge-vehicle structure. The cost-effective analysis methods development as well as the clear classification of the important parameters that govern dynamic response will positively be of great help to better understanding of the true performance of the entire
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 623 bridge-vehicle system. This thesis therefore focuses on development of effective methods for analysing thevibration of various types of bridges including girder bridges, railway bridges, slab bridges and cable-stayed bridges under the action of moving trains and vehicles. Theanalysisofvibration of suspension bridges is expelled from this thesis due to the limitation of study period. 1.1) Types of Bridges. Truss Bridge Rigid Frame Bridge. Arch Bridge Cable Stayed Bridges. Suspension Bridges. Cantilever Bridges. Beam Bridges. Movable Bridges. Girder Bridges. A girder bridge is most commonly built and utilized bridge in the earth. Basic design in the most simplify form can be compared to a project ranging from one side to the other across a watercourse. Modern girder steel bridges two most common shapes are box girders and plate-girders.Beammay be made of concrete or steel. Particularlyinrural areaswhere they may be exposed to overtopping and deteriorationutilize concrete box beams. The term "girder" is typically used to refer to a steel beam. In a beam or girder bridge, the beams themselves are the primary support for the deck andthey are responsible for transferring the load down to the foundation. 1.2) Types of Dampers Friction Damper. PVD Damper. Pall Friction Damper. Metallic Dampers (submission) Lead Injection Damper (LED) Viscous Dampers Mass Damper Mass is placed on a pivot which acts as a roller. And it allows to mass with move as a lateral movement to the base. Springs and dampers are placed between anchor members and mass to the base and frame and they are placed virtual in “opposite phase” and sometimes are adjoining vertical. And these anchor members transmits structural lateral force. Bidirectional transfer dampers are made as a spring-damper in two vertical directions. And they provide controlling the structure movement in two vertical structures. Seismic isolator is used to isolate the structures of strong ground motions during an earthquake. Unlike building which its isolation is often done on the foundation, this separation is applied between topside of structureandbelowsideofthatin bridges. This is due to a high inertia force of topside (including deck weight) also it will be easy to use. The main objective in seismic isolation is to reduce base frequency of structure vibration and reaching it to a lower value than frequencies which have main earthquake energy. In other word, seismic isolation increases structurevibration period and bridge and distances it from periods containing earthquake main energies. So, the input energy to base caused by earthquake is reduced with seismic isolation. Another advantage of seismic isolation is to provide a tool to waste energy. So, inputted energy to structure gets wasted in small points and by a controlled manner. Thus, destruction and damaging in particular and few concentrated points will be existing and it will be possible to replace these parts after the earthquake. In general, seismic isolation design leads to reduce the structures responses reduction which is in earthquake conditions. 1) Objective & Methodology The aim of the study is to evaluate the seismic performance of a bridge with & without TMD. To study the feasibilityofextractionthefundamental bridge frequency from the dynamic response of a vehicle passing over bridge. To study the impact of a speed of vehicle on the structural response of different components of bridges. The box girder bridge which is selected for the study is assumed to be located in zone 5 of India, the factors as listed above could be modelled for the study using the finite element analysis the analysis is carried out in SAP2000V14. The dynamic analysis would be carried out to study the impact of speed of the vehicles on the structural response of the bridges. The study will be conducted in the form of parametric study so that the studies could result in design chart. The input values to be used in FEM program shall be selected from the literature review initially and then revised based on the values and refined further if possible by conducting theoretical model studies. 2.1) Proposed study. The box girder is adopted as a design example for a study. It is 100m long & 11m wide Box-girder with two lanes bridge of traffic. Only a particular span of 30m between two piers is chosen for study. The span is considered to be as simply supported & restraining effect of a slab is not considered. The systematic parameters like natural frequency, time period displacements are studied. The vibrations of systematic parameters of Bridge with and without TMDs are Considering Bhuj earthquake data. The impacts of speed of vehicles on bridge are studied.
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 624 2) Range of parameters considered for the study Table 2.1 Parameters Table 2.2 Material Properties 4) Present Study In the present study 3 dimensional box girder bridge models of different span with fixed base, with and without tuned mass damper of different mass ratio subjectedtoacceleration vs. time history of Bhuj earthquake studied. The tuned mass damper is modeled with elastic spring properties. The variation of frequency, time period and structural responses like base shear, displacement, acceleration for time history data and different vehicle speed is presented The typical models layout plan consideredin presentstudyas shown in the figures 4.1 to 4.6 and input parameters are tabulated in table no 4.7 and 4.8 Fig 4.1: Shows the layout plan of 15m span Box Girder Bridge Fig 4.2: Shows the front view of 15m span Box Girder Bridge Type of bridge Box-girder bridge Total length of the bridge 100m Width of the bridge 11m Number of spans 7, 3, 3 Span distance 15m, 20m, 25m Number of lanes 2 Number of tendons 5 Area of the tendon 6.452×E-04 Number of columns 2 Restraints fixed Pier size 1m×1m Bent cap size 1m×1m×9m Lane width 5.5m Type of vehicle Hsn-44(truck) Vehicle speed Lane 1 50kmph, Lane 1 75kmph, Lane 2 100kmph Material properties Values Unit volume 25KN/m3 Young’s modulus 32500×e6 KN/m2 Poisons ratio 0.15 Shear modulus 1.413×e10 N/m2 Co eff of thermal expansion 1.17×e-5/°C Co eff of concrete 1.17×e-5 /°C Comp strength M45 45×e6 KN/m2
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 625 Fig 4.3: Shows the layout plan of 20m span Box Girder Bridge Fig 4.4: Shows the front view of 20m span Box Girder Bridge Fig 4.5: Shows the layout plan of 25m span Box Girder Bridge Fig 4.6: Shows the front view of 25m span Box Girder Bridge 5) Result and Discussion 5.1) Variation in frequency The variation of to Natural frequency due to the effect of tuned mass dampers is studied on box Girder Bridge with different span of 15m, 20m and 25m. The tuned mass dampers are modelled with different mass ratio (0.5%, 1%, 2%) and the result are tabulated as shown in the tables below. 5.1.1) Effect of mass ratio In the discussion comparison is carried for the model with different mass ratio. It is observed that natural frequency increases with the increase in mass ratio and the percentage variation in frequency increases withincreaseinspanlength of the box girder bridge. The % variation for different mass ratio with different no of spans are tabulated in table 5.1 to 5.4 Table 5.1: Variation in frequency for 15m span Mass Ratio Span 15m Frequency(rad/sec) Without TMD With TMD %Variati on 0.5% 0.41182 0.35999 12.58% 1% 0.41182 0.30891 24.98% 2% 0.41182 0.24201 41.23%
5.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 626 Graph 5.1: Variations in frequency in 15m From the above table and graph it is observed that there is a decrease in frequency of 12.58%, 24.98% and 41.23% after the implementation of tuned mass damperforthe massratio 0.5, 1 and 2% of a 15m span box Girder Bridge respectively and maximum decrease in frequency is observed for 2% mass ratio when compared without TMD Table 5.2: Variation in frequency for 20m span Mass Ratio Span 20m Frequency(rad/sec) Without TMD With TMD %Variation 0.5% 0.11178 0.1021 8.6% 1% 0.11178 0.094895 15.10% 2% 0.11178 0.083717 25% Graph 5.2: Variations in frequency in 20m From the above table and graph it is observed that there is a decrease in frequency of 8.6%, 15.10% and 25% after the implementation of tunedmassdamperforthe massratio0.5, 1 and 2% of a 20m span box Girder Bridge respectively and maximum decrease in frequency is observed for 2% mass ratio when compared without TMD Table 5.3: Variation in frequency for 25m span Mass Ratio Span 25m Frequency(rad/sec) Without TMD With TMD %Variation 0.5% 0.11827 0.10894 7.8% 1% 0.11827 0.1006 14.9% 2% 0.11827 0.088174 25.44% Graph 5.3: Variations in frequency in 25m From the above table and graph it is observed that there is a decrease in frequency of 7.8%, 14.9% and 25.44% after the implementation of tunedmassdamperforthe massratio0.5, 1 and 2% of a 25m span box Girder Bridge respectively and maximum decrease in frequency is observed for 2% mass ratio when compared without TMD. Table 5.4: Variation in frequency for 2% mass ratio Span 2% mass ratio Frequency(rad/sec) Without TMD With TMD %Variatio n 15m 0.41182 0.24201 41.23% 20m 0.11178 0.083717 25% 25m 0.11827 0.088174 25.44%
6.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 627 Graph 5.4: Frequency in different span with 2% mass ratio From the above table and graph it is observed that there is a maximum decrease in frequency for 2% mass ratio after the implementation of tuned mass damper. For the mass ratio 2% of a 15, 20 and 25m span box Girder Bridge percentage variation of 41.23%, 25% and 25.44% respectively when compared without TMD 5.2) Variation in base shear The variation of to base shear due to the effect oftunedmass dampers is studied on box Girder Bridge with different span of 15m, 20m and 25m. The tuned mass dampers are modelled with different mass ratio (0.5%, 1%, 2%) and the result are tabulated as shown in the graphs below. 5.2.1) Effect of ground motion In the discussion comparison is carried for the model with different mass ratio. It is observed that base sheardecreases with the increase in mass ratio. The base shear variation for different mass ratio in different no of spans is shown in the graph 5.5 to 5.7 Graph 5.5: Base shear due to ground motion in 15m span From the above graph it is observed that there is a decrease in base shear after the implementation of tuned mass damper of mass ratio 0.5, 1 and 2% for a 15m span box Girder Bridge respectively and maximum decrease in base shear is observed for 2% massratiowhencomparedwithout TMD Graph 5.6: Base shear due to ground motion in 20m span From the above graph it is observed that there is a decrease in base shear after the implementation of tuned mass damper of mass ratio 0.5, 1 and 2% for a 20m span box Girder Bridge respectively and maximum decrease in base shear is observed for 2% massratiowhencomparedwithout TMD. Graph 5.7: Base shear due to ground motion in 25m span From the above graph it is observed that there is a decrease in base shear after the implementation of tuned mass damper of mass ratio 0.5, 1 and 2% for a 25m span box Girder Bridge respectively and maximum decrease in base shear is observed for 2% massratiowhencomparedwithout TMD. Conclusion Present study focused on the ability of TMD to reduce earthquake induced structural vibration. The frame is discretized using finite element technique (SAP2000). Numerical simulation has been performed to compare the box Girder bridge response by varying the span with the effect of variation of mass ratio of TMD. From study it can be concluded that: 1. Frequency decreases withtheincreaseinmassratio that is 2% and maximum variation is found in 15m span Box Girder Bridge.
7.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 07 | July -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 628 2. Time period increases with increases in the mass ratio that is 2% and maximum variation is found in 15m span Box Girder Bridge. 3. Base reaction increases with increases in the mass ratio that is 2% and the maximumvariationisfound in 15m span Box Girder Bridge. 4. TMD has more potential to reduce Base Shear of structure when the mass ratio is 2% fora 15,20and 25m span Box Girder Bridge. 5. Joint Displacement of a structure increases with increase in span and after the implementation of TMD there is a substantial decrease in Joint Displacement maximum decrease is observed in case of mass ratio 2%. 6. Joint Acceleration of a structure increases with increase in span and after the implementation of TMD there is a substantial decrease in Joint Acceleration maximum decreaseisobservedincase of mass ratio 2%. 7. Joint Displacement of a structure increases with moving load and after the implementation of TMD there is a substantial decreaseinJointDisplacement maximum decrease is observedincaseofmassratio 2%. 8. Joint Acceleration of a structure increases with moving load and after the implementation of TMD there is a substantial decrease in Joint Acceleration maximum decrease is observedincaseofmassratio 2%. 9. Is has been found that TMD with mass ratio 2% can successfully used to ontrol the vibration of the bridges. References: 1) Resonance CharacteristicsOf Two-SpanContinuous Beam Under Moving High Speed Trains Yingjie, Wanga, Qing Chao, Weia Jin Shia and Xuyou Long (2010) 2) Dynamic Response of Beam under Moving Mass. Mohan Charan Sethi (2012) 3) Vibration Analysis of Bridges under Moving Vehicles and Trains by Cheng Yuansheng (2000). 4) Dynamic Analysis Of A Railway BridgeSubjected To High Speed Trains Dr. Raid Karoumi (2004) 5) Moving Load Analysis on Skewed Railway Bridge Mehrdad Bisadi Shahrizan Baharom (2013). 6) Dynamic Response of Highway Bridges under a Moving Truck and Development of Rational Serviceability Requirement Shabnam Darjani (2013). 7) Dynamic Analysis of Railway Bridges under High Speed Trains Ashish Gupta, Amandeep Singh Ahuja (2014). 8) Pedestrian excitation of bridges Department of Engineering, University of Cambridge (2004). 9) Random Vibration Analysis of Dynamic Vehicle- Bridge Interaction Due to Road
Download now