王社良, 曹照平. 双肢剪力墙结构弹塑性性能试验研究[J]. 工程力学, 1998, 15(2): 88-96.
引用本文: 王社良, 曹照平. 双肢剪力墙结构弹塑性性能试验研究[J]. 工程力学, 1998, 15(2): 88-96.
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Wang Sheliang, Cao Zhaoping. EXPERIMENTAL STUDY ON ELASTO-PLASTIC BEHAVIOR OF COUPLED SHEAR WALLS[J]. Engineering Mechanics, 1998, 15(2): 88-96.
Citation: Wang Sheliang, Cao Zhaoping. EXPERIMENTAL STUDY ON ELASTO-PLASTIC BEHAVIOR OF COUPLED SHEAR WALLS[J]. Engineering Mechanics, 1998, 15(2): 88-96.
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双肢剪力墙结构弹塑性性能试验研究

EXPERIMENTAL STUDY ON ELASTO-PLASTIC BEHAVIOR OF COUPLED SHEAR WALLS

    摘要
  • 摘要: 本文通过对3榀钢筋混凝土双肢剪力墙结构试验模型的弹塑性全过程分析及与试验结果比较,研究了影响双肢剪力墙结构抗震性能的主要因素和弹塑性发展的一般规律。试验研究和理论分析都表明,经过延性设计的双肢剪力墙是一种理想的抗震结构形式。

     

    Abstract: According to the elasto-plastic analysis of 3 models of RC coupled shear walls and comparison with the test results, some properties and various parameters effecting on the earthquake-resistant behavior of coupled shear wall are studied in this paper. It is shown that the RC coupled shear wall designed with ductility is an ideal form of aseismic structure.

     

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