CORC  > 清华大学
大跨度双向钢-混凝土井字组合梁的应用
汪四新 ; 聂建国 ; Wang Sixin ; Nie Jianguo
2016-03-30 ; 2016-03-30
关键词大跨度 双向钢-混凝土组合梁 半刚性节点 低碳结构 TU398.9
其他题名APPLICATION OF LONG-SPAN BIDIRECTIONAL STEEL-CONCRETE SHAPE COMPOSITE BEAM
中文摘要通过大跨度双向钢-混凝土井字组合梁的实际工程应用,结合设计与施工过程应力跟踪检测结果分析,消除了结构设计人员对钢-混凝土组合结构中的支座半刚性节点受力状态的顾虑;同时通过同类结构的方案比选,验证大跨度双向钢-混凝土井字组合梁结构为可持续发展的低碳绿色结构,值得推广应用。; The stress state of the semi-rigid nodes at supports in the steel-concrete composite structure is a big issue for the structural designers.The objective of the present investigation is to solve this problem through monitoring and analyzing the stress state during design and construction period for a practical engineering project with a long-span bidirectional steel-concrete shape composite beam.Through the comparison of different structural schemes for the same structure,it is proved that the long-span bidirectional steel-concrete shape composite beam structure is a kind of low-carbon green structure which is suitable for sustainable development.
语种中文 ; 中文
内容类型期刊论文
源URL[http://ir.lib.tsinghua.edu.cn/ir/item.do?handle=123456789/149156]  
专题清华大学
推荐引用方式
GB/T 7714
汪四新,聂建国,Wang Sixin,等. 大跨度双向钢-混凝土井字组合梁的应用[J],2016, 2016.
APA 汪四新,聂建国,Wang Sixin,&Nie Jianguo.(2016).大跨度双向钢-混凝土井字组合梁的应用..
MLA 汪四新,et al."大跨度双向钢-混凝土井字组合梁的应用".(2016).
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