【摘要】 对一有核心筒的框支短肢剪力墙结构进行弹性地震作用下的计算,通过改变转换层的位置,分析得出对于高位转换的有核心筒的框支短肢剪力墙结构应当慎重设计,设计时应限制转换层的设置高度。更多还原

【Abstract】 By computing the elastic earthquake action of the frame supported short-pier shear wall with the core tube,with the transfer story position changing,we can get that we should design cautiously on the frame supported short-pier shear wall with the core tube in high-position transfer story structure and should limit the height of the transfer story.更多还原