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汉京项目H1栋住宅为25层的框支-剪力墙结构,因楼板开洞较多导致结构超限,用ABAQUS程序对该结构进行了罕遇地震作用下的弹塑性时程分析,确保结构大震不倒。
The H1 building of the Hanjing Project is a 25-story frame-shear wall structure. Due to a large number of openings in the floor, the structure exceeds the limit. The ABAQUS program is used to analyze the elasto-plastic time history of the structure under rare earthquake conditions. The structure did not fail.