Research on Seismic Response Estimation of Reinforced Concrete Pier under Pulse-Type Near-Fault Ground Motion

Yan Li Shen; Xiu Li Du; Qing Shan Yang

doi:10.4028/www.scientific.net/AMM.353-356.1867

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Implementation and Verification of a Masonry Infill Model Considering the Out-Of-Plane Behaviour
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Seismic Response Analysis of Railway Continuous Curved Rigid Frame Bridges
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Study on the Analysis Model of the Self-Centering Wall
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Simulation of the Seismic Response of Two Different Thick Deposition Layers with Hybrid PSM/FDM Method
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Research on Seismic Response Estimation of Reinforced Concrete Pier under Pulse-Type Near-Fault Ground Motion
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Shallow Hidden Cave Seismic Wavefield Numerical Simulation Based on Gaussian Beam Method
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Performance-Based Seismic Design Research of a Super High-Rise Building
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Study on Seismic Performance of Unsymmetrical K-Type Friction Energy Dissipation Brace
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Experimental Research on the Seismic Behavior of Enclosing Masonry Walls Simulated the Structure of an Ancient Masonry Pagoda Strengthened with Steel Straps
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Research on Seismic Response Estimation of...

Research on Seismic Response Estimation of Reinforced Concrete Pier under Pulse-Type Near-Fault Ground Motion

Abstract:

For estimating seismic response of pier-structure under near-fault ground motion, The typical pulse-type near-fault ground motion records were chosen to establish a record base, and three pier models with different natural period were established; The non-elastic response spectral displacement of ground motion was used to estimate the nonlinear response; The yield displacement of the nonlinear oscillator was defined based on the static pushover analysis result, and its influence on response estimation was studied. The study result is important for structural seismic response estimation by using the non-elastic response spectral displacement and the probability-based seismic performance evaluation.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

1867-1870

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.1867

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Online since:

August 2013

Authors:

Yan Li Shen*, Xiu Li Du, Qing Shan Yang

Keywords:

Non-Elastic Displacement Response Spectrum Displacement, Pier, Pulse-Type Near-Fault Ground Motion, Seismic Response Estimation

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