摘要
结合工程实例,利用PKPM建立钢框架及框架上门式钢架2种方案模型。从层间位移角及用钢量来对比分析2种方案,从而选择一种既经济又适用的方案。
Combined with engineering examples,PKPM is used to establish two scheme models of steel frame and steel frame with portal frame.The two schemes are compared from the angle of displacement between layers and the amount of steel.
作者
李静静
LI Jing-jing(Planning&Design Institute of Forest Products Industry,Beijing 100010,China)
出处
《工程建设与设计》
2019年第12期3-4,57,共3页
Construction & Design for Engineering
关键词
框架上门式钢架
钢框架
层间位移角
用钢量
steel frame with portal frame
steel frame
inter-story drift angle
steel consumption
