摘要
以捷利12#综合楼设计实例为例,较为详尽地介绍了部分框支剪力墙结构从概念设计到结构布置、从抗震计算到构造节点等一整套设计理念和方法。
Taking the design of Jieli No.12 building as the example, this paper introduces in detail a whole set of design conceptions and methods of the parti al frame-supported shear wall structure from the conceptional design to the str uctural arrangement and from the shock-resistant calculation to the structural node.
出处
《科技情报开发与经济》
2005年第7期179-181,共3页
Sci-Tech Information Development & Economy
关键词
框支剪力墙结构
结构转换层
框支梁
抗震计算
frame-supported shear wall structure
structural transition storey
frame-supported beam
shock-resistant calculation