Studies and Improvements on Modal Pushover Analysis and Application on Bridge

Ying Na Mu; Lei Shi; Zhe Zhang

doi:10.4028/www.scientific.net/AMR.163-167.4076

Paper Titles

Parameter Identification and Numerical Analysis of Shaking Table Tests on Liquefiable Soil-Structure-Interaction
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The Vibration Affects the Adjacent Sensitive Building and its Control Countermeasures
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Simulation of Flow past Cable with Upper Rivulet on its Surface and Investigation of the Cable Dynamics
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Seismic Response Analysis of Pier in Deep Water with Wave Effect
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Studies and Improvements on Modal Pushover Analysis and Application on Bridge
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Numerical Simulation on Wave Forces Acting on Superstructure of Twin-Decks Bridge
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The Application of Increment-Dimensional Blocks PIM on the Base-Isolated Structure
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Time History Analysis of the Non-Symmetrical Special-Shaped Column Structure on Multi-Dimensional Seismic
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Studies and Improvements on Modal Pushover...

Studies and Improvements on Modal Pushover Analysis and Application on Bridge

Abstract:

Because the traditional pushover analysis can not take the contributions of higher modes into account, To overcome this limitation, a modal pushover analysis procedure (MPA) is proposed by some researchers, which can involve the combination of multi-mode contributions to response. In this paper, much improvement on MPA procedure is made with consideration of the changes of seismic response after structural yielding and anew distribution of inertia forces. The method is verified by one example of bridge structure. It is concluded that the improvement part-sectionalized MPA presented in this paper has high accuracy.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

4076-4082

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.4076

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Online since:

December 2010

Authors:

Ying Na Mu, Lei Shi, Zhe Zhang

Keywords:

Capacity Curve, Lateral Load Pattern, Modal Pushover Analysis, Seismic Response

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