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钢梁-混凝土柱L型刚性节点性能试验和应用

Experiment on performance of L-shaped rigid connections in steel beams and reinforced concrete columns and apprication
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摘要 电厂汽机房屋盖采用实腹式钢梁与A、B列混凝土柱采用刚性连接的结构型式,在国内尚未有规范、标准可循,也没有相关设计经验借鉴,为一种新的结构型式.通过3种节点形式的试验和有限元分析,证明L型刚性节点属于延性破坏,具有一定的抗震耗能能力,完全适应于实际工程设计.具体的工程设计对比表明,实腹式钢梁与混凝土柱刚性连接的屋盖具有受力好、美观、经济、制作简单、施工方便等优点,是一种优化结构,可供其他工程参考. Regarding structural system of turbo-generator hall with rigid connections between solid-web-steel-beam roof and Row A & B reinforced concrete columns,there are still no codes or standards for reference in China,corresponding design experiences are also lacking,so it is a creative structural system.According to experiments and finite element analysis about three type connections,L-shaped rigid connections belong to ductile fracture;it holds power-wasting capacity to resist seismic loads and completely suitable to engineering design.Comparison of engineering practice indicates that the structural system with solid-web-steel-beam roof and reinforced concrete columns has following advantages:good in mechanical properties,aesthetic,economical,simple fabrication,convenient for construction,etc.It is an optimized structure system,so as to offer a good reference for other engineering project.
作者 张略秋
出处 《武汉大学学报(工学版)》 CAS CSCD 北大核心 2009年第S1期142-146,共5页 Engineering Journal of Wuhan University
关键词 汽机房屋盖 实腹式钢梁 L型刚性节点 试验 有限元分析 turbo-generator hall roof solid-web-steel-beam L-shaped rigid node experiment finite element analysis
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