摘要
通过对四个带边框的低矮抗震墙试件在低周反复荷载下试验结果的分析，探讨了低矮抗震墙的变形性能；提出了低矮抗震墙受力各阶段的刚度计算公式和适合于低矮抗震墙的恢复力计算模型．
Based on the analysis of the test results of four RC squat shear wall specimens under low cyclic loading, the deformation behaviour of squat shear wall is discussed, and some formulas for calculating the stiffness of squat shear wall at different stages of deformation are presented. Finally, a restoring force model suited for the analysis of earthquake response of squat shear wall is developed.
出处
《西安建筑科技大学学报（自然科学版）》
EI
CSCD
1998年第1期25-28,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
关键词
抗震墙
变形性能
刚度
恢复力模型
框架
earthquake resistant wall, deformation behaviour, stiffness, restoring force model
