期刊文献+

半刚接钢框架内填RC墙结构的试验及有限元分析

The Experimental Study and Finite Element Analysis on the Composite Steel Frame-reinforce Concrete Infill Walls
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摘要 通过对一榀半刚接钢框架内填RC墙(SRCW)结构模型的低周反复荷载试验,研究了SRCW结构的滞回性能、变形能力、刚度关系以及破坏模式。在此基础上,采用ANSYS软件对其进行了非线性分析,得到了该结构在单调荷载作用下的变形、刚度退化、应力分布及传力机理,分析结果同试验吻合较好。同时对SRCW结构的极限承载力影响因素进行了分析,得出的结论可供进一步研究和工程设计参考。 The experimental study on the composite steel frame-reinforced concrete infill wall strucure under low frequency cyclic reversed lateral loads has been corried out. The hysteretic behavior ,stiffness ,ductility,and failure models are analyzed. Based on the experimental achievments above,the nonlinear finite element computations and ultimate load of the model are obtained. The computing results favorably,coincide with the ones derived from the experiment. After main influential factors are taking into consideration and some results are btained.
出处 《苏州科技学院学报(工程技术版)》 CAS 2008年第2期20-26,共7页 Journal of Suzhou University of Science and Technology (Engineering and Technology)
基金 国家自然科学基金资助项目(50378058)
关键词 半刚性连接 内填墙 栓钉 非线性有限元 partially-restrained connection infilled wall headed stud nonlinear finite element
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参考文献3

  • 1[3]方有珍.半刚性连接钢框架(柱弱轴)-RC剪力墙结构在循环荷载下的滞回性能研究[D].西安:西安建筑科技大学,2005.
  • 2[4]Ollgaard H G,Slutter R G,Fisher J G.Shear strength of stud connectorg in lishtweisht and normal wright concrete[J].AISC-Journal,1971,8(2):55-54.
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