摘要
以顶点位移满足限制要求为准则,经过统计分析,给出了在水平荷载作用下框架─剪力墙结构中剪力墙数量确定的近似计算公式,可直接用于一般的初步工程设计中。
this dissertation has a criterion that summit displacements satisfy the request of ultimate load. By statistic analysis, there is an approximate calculation formula which can calculate the quantity of shear walls in frame shear wall structures. It can be used directly in average construction design.