Studies on Seismic Performance Test of Precast Prestressing Shear Wall

Ri Rong Fu; Zhi Chun Liu; Qi Lin Yin; Kun Su

doi:10.4028/www.scientific.net/AMM.166-169.2457

Paper Titles

Numerical Analysis of Seismic Behavior of Masonry Walls Confined by Precast Tie-Columns
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Seismic Design of High Rise Building in Shenyang
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Key Issues of Using High Strength Steels in Seismic Structures and some Recent Progress
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Attenuation of Hysteretic Energy Spectra of Strong Ground Motion
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Studies on Seismic Performance Test of Precast Prestressing Shear Wall
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The Seismic Performance Analysis of Steel Frame Adding the Viscoelastic Dampers
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Research on Numerical Simulation of Smart Base Isolation System with MR Damper (I)
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Research on Longitudinal Seismic Calculation Theory of Single-Story Factory Building
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Analysis of Guojuanyan Debris Flow Formation and Kinetic Parameters in Hongkou Village, Dujiangyan of Sichuan Province Post Earthquake
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Studies on Seismic Performance Test of Precast Prestressing Shear Wall

Abstract:

This paper describes the study about multilayer and high-rise precast prestressing shearwall structure ,we made one shape,T shape and linked limb shearwall specimens as the objects,we also made comprision with cast-in-place shearwall,the specimens were tested under high frequency and reciprocating horizontal load.Based on the test,we used the finite element software ANSYS to do a nonlinear elasto-plastic analysis about the whole process under different compression ratios and different effective prestress to research seismic performance, failure mode and elasto-plastic analysis.The results show that the edge members are the maximum force position and the most important energy dissipation part of the shearwall limb.