框—剪结构近似计算中风荷载简化形式的探讨——毕业设计中的专题研究实践

An Exploration of the Simplification of Wind Loads in the Approximate Calculation of Frame-shear Force Structure——Research and Practice of Special Subject in Graduation Project

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。

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.