工字形截面叠合板式剪力墙损伤分析  

Analysis of seismic damage index of I-shaped section superimposed slab shear walls

作　　者：徐勤[1] 徐林[2] 叶献国[2] 种迅[2] 

机构地区：[1]合肥工业大学建筑设计研究院,安徽合肥230009 [2]合肥工业大学土木与水利工程学院,安徽合肥230009

出　　处：《合肥工业大学学报（自然科学版）》2012年第8期1075-1079,共5页Journal of Hefei University of Technology：Natural Science

基　　金：国家自然科学基金青年科学基金资助项目(50908071)

摘　　要：随着基于性能抗震设计理论的逐渐发展,利用损伤指标研究结构倒塌破坏越来越受到关注。文章对2个采用不同水平配箍率的工字形截面叠合板式剪力墙试件进行了低周反复加载试验,分析了各构件的破坏形态、延性、刚度、耗能等,计算了各构件分别采用基于刚度的损伤指标和基于位移及耗能的损伤指标,并与试验现象进行了对比。分析结果表明,基于位移及耗能的修正的Park-Ang模型能较好地反映试件在各破坏阶段的损伤程度;而基于刚度的Roufaiel模型计算简便,可用于其他模型的辅助评估。With the development of performance-based seismic design, the study of the collapse of structure based on the damage index has been attracting more and more attention. In this paper, the low-cycle reversed loading tests of two I-shaped section superimposed slab shear walls with different stirrup ratio were conducted. The structural failure feature, ductility, stiffness and energy dissipation were analyzed. The damage indexes based on the stiffness and the displacement and energy dissipation were calculated respectively for the shear walls, and the results were compared with the experimental phenomena. The analysis results show that the damage degree of the shear walls in different damage phases can be expressed preferably by the improved Park-Ang model which is based on the displace- ment and energy dissipation, while the Roufaiel model based on the stiffness has the feature of simple calculation, and can be used as an auxiliary assessment for other models.

关 键 词：叠合板式剪力墙 工字形横截面 地震损伤模型 损伤指标 配箍率 

分 类 号：TU375.03[建筑科学—结构工程]