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（北京建筑大學(xué)北京節(jié)能減排關(guān)鍵技術(shù)協(xié)同創(chuàng)新中心， 北京 100044）

［摘要］對(duì)2片不同軸壓比的裝配式空心剪力墻進(jìn)行了擬靜力試驗(yàn)，描述了該墻的破壞過(guò)程，分析了墻體的破壞特征、滯回特性、耗能能力等抗震性能。結(jié)果表明，裝配式空心剪力墻主要呈彎剪破壞；隨著軸壓比的增大，墻體承載力增大，延性提高，耗能能力提高，剛度退化加快；裝配式空心剪力墻的抗震性能良好，應(yīng)用于三層及以下低軸壓比結(jié)構(gòu)時(shí)，具有較大的安全儲(chǔ)備。最后，結(jié)合試驗(yàn)結(jié)果與相關(guān)文獻(xiàn)結(jié)論，給出了該結(jié)構(gòu)形式的裝配式空心剪力墻的彈性剛度計(jì)算式修正系數(shù)。

［關(guān)鍵詞］裝配式空心剪力墻； 抗震性能； 滯回特性； 擬靜力試驗(yàn)； 剛度公式

中圖分類號(hào)：TU375, TU312文獻(xiàn)標(biāo)識(shí)碼：A文章編號(hào)：1002-848X(2017)10-0082-07

Pseudo-static experimental study on prefabricated hollow shear walls

Han Miao， Jiang Jinwei， Du Hongkai，  Zhang Rongqiang

(Beijing Collaborative Innovation Center of Energy Conservation and Emission Reduction Technology, Beijing University of Civil Engineering and Architecture, Beijing 100044, China)

Abstract:The quasi-static experiment was conducted on 2 pieces of prefabricated hollow shear walls with different axial compression ratios. The failure process of the wall was described, and the seismic performance such as the failure characteristics, hysteresis characteristics and energy dissipation capacity of the walls were analyzed. The results show that the prefabricated hollow shear wall suffers from bending and shear failures. With the increase of the axial compression ratio, the bearing capacity of the wall is increased, the ductility is improved, the energy dissipation capacity is improved and the rigidity degradation is accelerated. The seismic performance of the prefabricated hollow shear wall is good, and it has large security reserves when it is applied to the structure with three layers or less under low axial pressure ratio. Finally, the correction coefficient of elastic stiffness calculation formula of the prefabricated hollow shear wall was given in combination with the experimental results and the related literatures.

Keywords:prefabricated hollow shear wall; seismic performance; hysteretic characteristic; pseudo-static experiment; stiffness formula

通訊作者：杜紅凱，博士，高級(jí)實(shí)驗(yàn)師，Email: duhongkai@bucea.edu.cn。