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.
出处
《包头钢铁学院学报》
1996年第4期73-75,共3页
Journal of Baotou University of Iron and Steel Technology
关键词
顶点位移
地震荷载
框架
剪力墙数量
高层建筑
summit displacement, earthquake load, frame-shear wall structures, quantity of shear walls
