摘要
在考虑组合梁的交界面滑移和掀起引起的连接件变形的基础上，给出了一种方便设计使用的简化分析方法，以钢上层梁组合梁为例，进行了验算分析，证明此方法的正确性．
A hand calculation of composite girdersis proposed in this paper with deformable connectorsthrough gliding and warping. The results are presented in the form of simple formulae; Finally, thesuggested method is proved by steel-concrete composite girders from Re Ref.[2] and [3].
出处
《力学与实践》
CSCD
北大核心
1999年第3期16-17,共2页
Mechanics in Engineering
