钢筋混凝土剪力墙结构的静力弹塑性分析

摘要

应用结构设计软件PKPM中的静力弹塑性分析程序PUSH,分析了某钢筋混凝土剪力墙结构在罕遇地震作用下的动力响应。研究得出,在满足目标位移的前提下,同时遵循＂连梁→框架梁→剪力墙＂的破坏规律,可以有效提高整体结构的抗倒塌能力。%Application of Push-over analysis in the structural design software PKPM,the paper study on the dynamic response of a reinforced concrete shearwall structure under rare earthquake.The results show that when the structure to meet the target displacement and to follow the failure law of "coupling beamframe beamshear wall" can effectively improve the collapse resistat capacity.