摘要
对四片钢筋混凝土空心剪力墙进行了低周反复水平荷载试验,根据所得试验数据并结合其它相关试验数据,对钢筋混凝土空心剪力墙特征点参数进行了分析,提出了关于钢筋混凝土空心剪力墙各个特征值刚度的计算公式以及适合于钢筋混凝土空心剪力墙的恢复力计算模型。
Based on the analysis on the test results of four reinforced concrete hollow shear walls and other relative test results,the characteristic point parameters were analyzed and the formulas for calculating the character stiffness were presented.Finally,a restoring force model suited for the analysis of earthquake response of reinforced concrete hollow shear walls is proposed.
出处
《建筑结构》
CSCD
北大核心
2010年第S1期431-433,共3页
Building Structure
关键词
钢筋混凝土空心剪力墙
特征值刚度
恢复力模型
reinforced concrete hollow shear wall
character stiffness
restoring force model
