摘要
文章分析了钢筋混凝土框架──桁架结构体系（一种新型多高层建筑结构体系）的共同工作特点，并对这种结构提出了考虑杆件塑性变形影响的实用计算方法以及其设计原则和建议。
In this paper, the co-work characteristic of the reinforced concrete frame-truss structure system, which is a new type of multistorey and high-rise building system, has been analysed. The practical calculating method for structure internal forces is given, taking the influence of plastic deformation of members into consideration.At last, the principles and suggestions on design of this kind of structure system are also presented.
出处
《苏州城建环保学院学报》
1999年第1期55-61,共7页
Journal of Suzhou Institute of Urban Construction and Environmental Protection
