钢板剪力墙的拉力场对框架柱有不利的横向作用,易引发柱的提前破坏,并且墙板对框架梁的弯曲变形存在嵌固作用,使得塑性铰难以发展,不易实现“强柱弱梁”。针对这一问题,提出了一种外接撑杆钢板剪力墙结构,由撑杆、内框架和墙板组成。其中的内框架与墙板构成钢板剪力墙单元,通过撑杆与主框架相连后形成抗侧力结构。该结构利用钢板剪力墙单元的屈曲后拉力场提供主要的抗侧刚度和承载力,并通过撑杆将拉力场作用力直接传递至主框架梁柱节点,从而消除了其对框架柱的不利影响,同时避免了墙板对框架梁的嵌固作用 ...
余卫铮 +5 more
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