摘要
为推广应用钢结构交错桁架体系,采用理论分析及数值计算方法,分析了交错桁架结构楼板与钢弦杆连接的抗剪连接件的工作机理.通过算例,介绍了抗剪连接件的合理设置方式、类型及数量的确定,并给出了交错桁架结构抗剪连接件的基本设计方法.
The working mechanism of shear connector of the staggered-truss system between reinforced concrete plank and steel chord was analyzed based on theoretical analysis and value computational methods, and details such as reasonable styles, types and quantity of the shear connector were introduced via a calculated example. The fundamental design methods were promoted, so as to promote the application of the steel staggered-truss system in construction.
出处
《长沙交通学院学报》
2007年第1期10-13,31,共5页
Journal of Changsha Communications University
基金
湖南省自然科学基金资助项目(00JJY2076)
关键词
钢结构
交错桁架体系
抗剪连接件
设计
构造
steel structure
staggered-truss system
shear connector
design
fabrication
