摘要
压型钢板 混凝土组合板的承载能力主要由其纵向抗剪能力控制 ,同时与其竖向抗剪能力及抗弯承载能力也有一定关系。纵向抗剪能力的影响因素众多 ,综述有关的研究成果。结合算例 。
Composite slabs, a part of composite steel frame buildings,are widely used today,however their behavior is not yet fully understood.Some studies show that longitudinal shear failure is the most common failure-type in composite slabs,although bend moment failure and vertical shear failure and other factors should be considered.Several design methods are listed and compared,also an example is given.
出处
《建筑结构》
CSCD
北大核心
2005年第1期49-52,共4页
Building Structure
基金
国家杰出青年科学基金资助项目 ( 5 0 0 2 5 82 2 )
高等学校博士点基金 ( 2 0 0 0 0 0 0 3 44)
