摘要
结合国内外大量研究资料及成果,对组合梁中栓钉抗剪承载力的计算方法、界面相对滑移的研究现状及组合梁合理用钢量的设计计算提出了相应的建议,并指出了需进一步解决的问题,旨在为钢—混凝土组合梁的设计计算提供参考。
Based upon investigation of a great many research data and achievements research situations of the calculation method of the shearing resistance of stud and the slip at the interface in composite beam are introduced. According to the rational content of steel suggestions are proposed for design calculation in order to provide references for design and calculation of steel-concrete composite beam.
出处
《山西建筑》
2007年第19期76-77,共2页
Shanxi Architecture
关键词
钢-混凝土组合梁
承载力
界面滑移
合理用钢量
steel-concrete composite beam, bearing capacity, the slip at the interface, rational content of steel
