| 钢筋混凝土薄钢板组合剪力墙的极限荷载 |
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| 引用本文： | 金树达,苏幼坡,刘天适.钢筋混凝土薄钢板组合剪力墙的极限荷载[J].河北理工学院学报,1996(3). |
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| 作者姓名： | 金树达 苏幼坡 刘天适 |
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| 摘 要： | 从结构的整体失效和局部失效两方面研究了钢筋混凝土薄钢板剪力墙，在侧向力作用下的极限荷载计算问题，导出了其相应的计算公式。与现有的国外有关实验结果进行了比较，复合较好。
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| 关 键 词： | 剪力墙 整体失效 局部失效 极限荷载 |
ULTIMATE STRENGTH OF SHEAR WALL COMPOSED OF THIN STEEL PLATE AND RE INFORCED CONCRETE FRAME |
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| Jin,Shuda,Su,Youpo,Liu,Tianshi.ULTIMATE STRENGTH OF SHEAR WALL COMPOSED OF THIN STEEL PLATE AND RE INFORCED CONCRETE FRAME[J].Journal of Hebei Institute of Technology,1996(3). |
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| Authors: | Jin Shuda Su Youpo Liu Tianshi |
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| Institution: | Department of Civil Engineering |
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| Abstract: | The ultimate strength of shear wall composed of thin steel plate and reinfouccd concrete frame under lateral force was studied.In the study,the local instability and whole instability problems of the composite shear wall were considered.The formula for the calculation of the ultimate strength of the composite shear wall is derived.The calculating results agree with the results of experiments obtained from literature. |
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| Keywords: | Shear wall Whole instability local instability Ultimate strength |
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