几种单跨框架结构设计方案的比较  

Comparison of several design schemes of single-span frame structure

作　　者：沈萍[1] 唐兴荣[2] 

机构地区：[1]苏州科技学院设计研究院有限公司,江苏苏州215011 [2]苏州科技学院土木工程学院,江苏苏州215011

出　　处：《山西建筑》2014年第10期49-50,共2页Shanxi Architecture

摘　　要：结合单跨连廊框架实际工程,采用PKPM系列软件的SATWE软件,对设置框架柱、设置剪力墙和设置钢斜撑的单跨框架结构方案进行了分析比较,分析表明:采用设置钢斜撑的单跨框架不仅能满足建筑立面的要求,且能改善单跨框架的受力性能,是一种比较合理的结构方案。Combined with single-span frame structures practical engineering, several design schemes of single-span frame structure with adding frame columns, shear walls and steel brace were analyzed and compared by using PKPM series software SATWE software. The analysis result in dicated that single-span frame structure after strengthened using steel brace is a more reasonable structure scheme, which can not only meet the requirements of the building facade, and can improve the mechanical performance of single span frame.

关 键 词：单跨框架 钢斜撑 剪力墙 结构方案 SATWE软件 

分 类 号：TU398.2[建筑科学—结构工程]