Probability Analysis of Longitudinal Horizontal Nonlinear Stochastic Seismic Response of Reinforced Concrete Bridge

Wei Chao Chen; Wei Jun Yang; Chang Geng Sun

doi:10.4028/www.scientific.net/AMM.204-208.2419

Paper Titles

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The Appraisal Example of the Reliability and Seismic Performance of a Reinforced Concrete Chimney
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Long-Period Displacement Spectra of Near-Fault Strong-Motion from Tremendous Earthquakes
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Buildings Setbacks Research From Surface-Fault-Rupture Statistical Analysis
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Probability Analysis of Longitudinal Horizontal Nonlinear Stochastic Seismic Response of Reinforced Concrete Bridge
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Comparative Study on Major Damage Index Models
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Pseudo-Dynamic Testing Method Based on External Displacement Control
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Implementation of Data Record Simultaneously in Seismic PSD Test
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Numerical Simulation of Tectonic Stress Field in Longmenshan Tectonic Belts after Earthquake
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 204-208Probability Analysis of Longitudinal Horizontal...

Probability Analysis of Longitudinal Horizontal Nonlinear Stochastic Seismic Response of Reinforced Concrete Bridge

Abstract:

Probability analysis of longitudinal horizontal nonlinear stochastic seismic response of reinforced concrete simply-supported beam bridge and continuous beam bridge are presented in this paper. Based on the degradative tri-linear resilience model, nonlinear equations of the structure are replaced by equivalent linear equations. The stochastic equivalent linear method and the decreasing order method of normal are adopted to calculate equivalent linear parameters, and then the stochastic seismic response of the structure can be analyzed by the linear of freedom system. Based on theoretical analysis and research, the analysis method of nonlinear stochastic seismic response of reinforced concrete bridge is put forward.