摘要
结合单元幕墙自身的特点,在明确单元幕墙中立柱设计参数及荷载值的基础上,采用三种计算模型分别对单元幕墙的立柱进行了计算与比较,最终得出比较符合实际情况的计算模型。
Combining features of cell walls,and on base of make sure the designing parameter and loading capacity of erected pillar in cell walls,the paper calculates and compares the erected pillar in cell walls by using three different calculating mode,it finally choose the mode that fit the practical situation.
出处
《山西建筑》
2009年第26期50-51,共2页
Shanxi Architecture
关键词
单元幕墙
立柱
计算模型
荷载
挠度
cell walls
erected pillar
calculating mode
loading capacity
arch