摘要
研究了钢桁梁-混凝土板结合梁的剪力连接件的布置位置,对三种方式进行了计算,并对计算结果进行了分析比较。对剪力连接件的布置位置给出了一些建议。
This paper discusses the problem of the position of the shear connectors of steel truss girder-concrete plate composite beam. Three patterns of the position of the shear connectors are calculated. The results are analyzed and compared with each other. Some proposals are given about the position of the shear connectors of steel truss girder-concrete plate composite beam.
出处
《长沙铁道学院学报》
CSCD
1998年第4期11-14,39,共5页
Journal of Changsha Railway University
基金
湖南省自然科学基金资助项目
关键词
结合梁
钢桁梁
混凝土板
剪力连接件位置
composite beam
steel truss girder
concrete plate
position of shear connector
