节点文献
框架─剪力墙结构中剪力墙数量的近似计算
THE APPROXIMATE CALCULATION OF THE QUANTITY OF SHEAR WALLS OF THE FRAME-SHEAR WALL STRUCTURES
【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。
【Abstract】 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.
【关键词】 顶点位移;
地震荷载;
框架─剪力墙剪力墙数量;
【Key words】 summit displacement; earthquake load; frame-shear wall structures; quantity of shear walls;
【Key words】 summit displacement; earthquake load; frame-shear wall structures; quantity of shear walls;
- 【文献出处】 包头钢铁学院学报 ,JOURNAL OF BAOTOU UNIVERSITY OF IRON AND STEEL TECHNOLOGY , 编辑部邮箱 ,1996年04期
- 【分类号】TU756.45
- 【被引频次】2
- 【下载频次】76