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Dynamic Behavior of Base Isolated Howe Bridges-Seismic Resistant
https://orcid.org/http://orcid.org/0000-0002-5922-3132
https://orcid.org/http://orcid.org/0000-0003-0087-9433
https://orcid.org/http://orcid.org/0000-0002-5129-5465
https://orcid.org/http://orcid.org/0000-0002-7437-1256
Structural vibration control as a cutting-edge technology comprises of energy dissipation devices to control excessive structural vibration, increases human solace and forestalls catastrophic structural failure due to strong winds and quakes. Bridge subjected to earthquake forces structural elements will be subjected to high levels of stress. And it is essential to study the dynamic behavior of bridge during earthquake. This study presents dynamic behavior of HOWE bridge truss, when subjected to strong ground motions. The prominent seismic-resistant technique—superstructure isolation of bridge by using high damping rubber bearing—is considered. And comparative study done on isolated and isolated HOWE truss bridge and also restoring capacity of high damping rubber bearing will be calculated. Response spectrum analysis is used to study the dynamic behavior.
Dynamic Behavior of Base Isolated Howe Bridges-Seismic Resistant
https://orcid.org/http://orcid.org/0000-0002-5922-3132
https://orcid.org/http://orcid.org/0000-0003-0087-9433
https://orcid.org/http://orcid.org/0000-0002-5129-5465
https://orcid.org/http://orcid.org/0000-0002-7437-1256
Structural vibration control as a cutting-edge technology comprises of energy dissipation devices to control excessive structural vibration, increases human solace and forestalls catastrophic structural failure due to strong winds and quakes. Bridge subjected to earthquake forces structural elements will be subjected to high levels of stress. And it is essential to study the dynamic behavior of bridge during earthquake. This study presents dynamic behavior of HOWE bridge truss, when subjected to strong ground motions. The prominent seismic-resistant technique—superstructure isolation of bridge by using high damping rubber bearing—is considered. And comparative study done on isolated and isolated HOWE truss bridge and also restoring capacity of high damping rubber bearing will be calculated. Response spectrum analysis is used to study the dynamic behavior.
Dynamic Behavior of Base Isolated Howe Bridges-Seismic Resistant
https://orcid.org/http://orcid.org/0000-0002-5922-3132
https://orcid.org/http://orcid.org/0000-0003-0087-9433
https://orcid.org/http://orcid.org/0000-0002-5129-5465
https://orcid.org/http://orcid.org/0000-0002-7437-1256
Structural vibration control as a cutting-edge technology comprises of energy dissipation devices to control excessive structural vibration, increases human solace and forestalls catastrophic structural failure due to strong winds and quakes. Bridge subjected to earthquake forces structural elements will be subjected to high levels of stress. And it is essential to study the dynamic behavior of bridge during earthquake. This study presents dynamic behavior of HOWE bridge truss, when subjected to strong ground motions. The prominent seismic-resistant technique—superstructure isolation of bridge by using high damping rubber bearing—is considered. And comparative study done on isolated and isolated HOWE truss bridge and also restoring capacity of high damping rubber bearing will be calculated. Response spectrum analysis is used to study the dynamic behavior.
Dynamic Behavior of Base Isolated Howe Bridges-Seismic Resistant
Lecture Notes in Civil Engineering
Kumar Shukla, Sanjay (editor) / Raman, Sudharshan N. (editor) / Bhattacharjee, Bishwajit (editor) / Bhattacharjee, J. (editor) / Sridevi, G. (author) / Umesh, B. (author) / Sudarshan, G. (author) / Shivaraj, A. (author)
2021-04-30
7 pages
Article/Chapter (Book)
Electronic Resource
English
Dynamic Behavior of Base Isolated Howe Bridges-Seismic Resistant
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