摘要
现行建筑幕墙设计规范在建筑幕墙承载能力极限状态设计时,把地震作用作为可变作用参与作用的基本组合,而事实上地震作用具有偶然作用的特性,不能作为可变作用参与作用的基本组合。
The current building curtain wall design specification when design the building curtain wall bearing capacity limit state, takes earthquake action as a variable roles in the action of basic combination, while in fact earthquake action has accidental action characteristics, can not be used as a variable role in basic combination action.