节点文献
矩形钢管混凝土桁架受压节点承载力
Load Bearing Capacity of Compression Joints of Trusses with Concrete-filld Rectangular Steel Tube Members
【摘要】 在矩形钢管混凝土桁架受压节点受力机理试验研究的基础上 ,提出了矩形钢管混凝土桁架受压节点承载力的计算公式。该公式与试验结果相比 ,吻合较好 ,可供工程技术人员设计时参考 ,并为我国《矩形钢管混凝土结构技术规程》的编制提供了参考依据
【Abstract】 According to the experimental research on load transfer mechanism of compression joints of trusses with rectangular steel tube or concrete filled rectangular steel tube,the formula of load bearing capacity of compression joints of trusses with rectangular steel tube or concrete filled rectangular steel tube is presented.Compared with the results of tests,the formula is precise enough,which is helpful to engineers and the compilation of Technical Specification for Structures with Concrete filled Rectangular Steel Tube Members of China.
【关键词】 矩形钢管混凝土结构;
矩形钢管结构;
桁架;
节点;
承载力;
【Key words】 truss structures; concrete filled rectangular steel tube members; joints; load bearing capacity;
【Key words】 truss structures; concrete filled rectangular steel tube members; joints; load bearing capacity;
【基金】 湖南省自然科学基金资助项目 ( 98JJY2 0 42 )
- 【文献出处】 建筑结构 ,Building Structure , 编辑部邮箱 ,2004年01期
- 【分类号】TU398.9
- 【被引频次】28
- 【下载频次】269