摘要
剪力墙结构是通过在某些楼层的剪力墙上开洞获得较大的空间,而框架结构去掉柱子也可以形成大空间,两者的共同特点是上面楼层的部分受力构件(剪力墙或框架)不能贯通落地。需要设置结构转换构件,转换构件受力复杂,应力变化大,但在结构设计上,受力性能不同,转换构件的内力、配筋和构造设计都有不同,本文通过SATWE、PMSAP对两种转换层受力、配筋情况的有限元分析和计算来讨论转换层在结构设计上的新思路。
Frame shear wall structure is formed by some of the shear wall openings larger floor space, and remove columns frame structure can form a large space, common features between the two is part of the force component above the floor （ cut force wall or frame） can not fall through. Need to set up the structure of the conversion components, converting member force complex stress changes,but the structural design, performance subject to different forces, internal forces, reinforcement and construction of the conversion component has a different design, the paper by the force of the two conversion layer. Through SATWE, PMSAP layer of two conversion by force, reinforcement situation analysis program to discuss new ideas and calculate conversion layer structure design.
出处
《四川建筑科学研究》
北大核心
2015年第2期64-66,69,共4页
Sichuan Building Science
关键词
转换层
框支-剪力墙
结构转换大梁
conversion layer
frame-supported shear wall
structural transformation girders
