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《Sichuan Building Science》 2009-05
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Analysis on shearing-resistant bearing capacity of steel reinforced concrete wide beam

LI Jingling1,CHEN Yuan2,ZHANG Chao3(1.Civil Department of Tianjin Institute of Urban Construction,Tianjin 300384,China;2.Wuhan Architectural Design Institute,Wuhan 430014,China;3.CNOOC Gas and Power Group,Beijing 100027,China)  
The influence on SRC wide beam on its load-bearing capacity by the stirrup ratio and its shaped steel height is researched in this paper.The stirrup ratio and shaped steel height are changed when the shearing-resistant bearing capacity of steel reinforced concrete wide beam is simulated by finite element analysis software ANSYS.And the calculate results are compared and analysed.The conclusion on influence about shearing-resistant bearing capacity of wide beam by the main elements is drawn.
【Fund】: 建设部开发项目(05-K1-37):天津市重要工程抗震设计地震波评估方法研究
【CateGory Index】: TU398.9
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