Experiment Research on Seismic Capacity of Heat-preservation Reinforced Concrete Shear Wall
Through the pseudo-static experiment, test research is made on 4 pieces of reinforced concrete hollow shear wall under low reversed cyclic loading, analysis is made on the damage characteristics and deformation performance of the shear walls. Research shows that: by setting up vertical seams, the damage form of components is changed from the sheared destruction to the curved-sheared destruction; By setting up vertical seams, the ductility and deformation performance of the shear wall can be improved; adopting the form of confine of a row of reinforced bar can greatly improve the ductility and deformation performance of the seam shear wall, and the bearing capacity can be guaranteed.
component hollow seamed shear wall bearing capacity ductility deformation performance yield ratio
Weishun Zhou Peng-fei Song Dejian Yang
Tianjin Beiyangyuan Development & Investment Co. Ltd, Tianjin, China Department of civil engineering of Tianjin institute of urban construction, Tianjin, China
国际会议
三峡
英文
1542-1545
2012-05-18（万方平台首次上网日期，不代表论文的发表时间）