上海强生古北花园H型高层住宅结构设计

Design of H-shaped Highrise Residence for Qiangsheng Gubei Garden in Shanghai

针对强生古北花园中 4号楼H型住宅楼结构抗震设计中存在的明显扭转效应问题 ,采用SATWE和PMSAP两种程序进行了正交和斜交两个方向的抗侧力计算分析 ,并且对结构布置作了针对性调整 ,使结构的各项计算结果基本符合建筑抗震设计规范的规定 ,达到抗震设防的要求。

It is emphasized on seismic design of H type No.4 dwelling house building in Qiangsheng Gubei Garden in Shanghai,which is evident in torsion effect on seismic action.The program SATWE and PMSAP are used to analyze seismic action in both cross and side sections,and make adjustment in structure distribution accordingly in order to ensure requirements of seismic fortification criterion and every seismic calculative index of seismic code basically.