摘要
应用SAP2 0 0 0对柱支剪力墙梁式转换高层建筑进行了基本模型壳系有限元计算 ,通过变化结构层数、转换层层位、转换梁刚度 ,总结了转换梁刚度对柱支剪力墙梁式转换高层建筑结构抗震性能的影响规律 ,供高层建筑结构抗震设计参考。
To understand the aseismic behavior of column-shear wall transfer structure of high-rise building better, this paper used SAP2000 shell element to create the basic calculation model for this kind of structure. Based on the variation of structural parameters including the number of standard stories, the transfer story location and the transfer beam stiffness, the aseismic behavior of this kind high-rise building structure is summarized.
出处
《建筑科学》
2004年第1期35-39,71,共6页
Building Science
