【摘要】 应用近似计算法 ,对不同高度的框架———剪力墙结构分别在风荷载的各种典型形式作用下的位移进行了计算 ,并与TBSA设计程序的计算结果作了比较 ,得出一些规律 ,可供框—剪、剪力墙结构设计简化计算时参考更多还原

【Abstract】 The displacement of structures of frame shear wall with different height is approximately calculated under several typical loads of wind. Some rules are found by comparing the displacement with the analytic results of TBSA and can be used for reference to simplify the calculation of structures of frame shear walls and shear walls.更多还原