摘要
本文对转换大梁与上部（斜杆）框架结构共同工作的特性进行了分析，提出了这种结构形式的计算方法和设计建议，可供实际工程同类结构设计时参考。
In this paper,the behaviours of the transfer girder and upper(bracing) frame structures in combined action are analyzed, with a Calculation method and some design proposals concerning this kind of structure presented, which can be referred to in the design of similar structures in actural engineering.
出处
《苏州城建环保学院学报》
1996年第1期32-38,共7页
Journal of Suzhou Institute of Urban Construction and Environmental Protection
基金
江苏省建工局科研项目
关键词
高层建筑
框架结构
转换大梁
transfer girder
high-rise building
(bracing) frame
combined action
