| 钢筋混凝土双肢剪力墙弹塑性分析及抗震设计 |
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| 引用本文： | 张宏勇,张剑霄,王崇昌,黄良壁. 钢筋混凝土双肢剪力墙弹塑性分析及抗震设计[J]. 西安建筑科技大学学报(自然科学版), 1992, 0(2) |
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| 作者姓名： | 张宏勇 张剑霄 王崇昌 黄良壁 |
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| 作者单位： | 西安冶金建筑学院 八八级结构工程硕士研究生(张宏勇)，西安冶金建筑学院 指导教师(张剑霄，王崇昌)，西安冶金建筑学院 指导教师(黄良壁) |
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| 摘 要： | 本文以“钢筋混凝土抗震结构的机构控制理论”为指导,对钢筋混凝土双肢剪力墙进行试验研究及理论分析,论证了“机构控制理论”对钢筋混凝土剪力墙结构的可行性。文章还编制了对双肢剪力墙进行弹塑性全过程分析的电算程序,并将计算结果同试验相比较,两者结果符合较好,验证了程序的可靠性。还利用电算程序对一个18层双肢剪力墙结构进行了抗震设计,通过调节连系粱的塑性弯矩值,分析各种调幅方案,找出了其最佳耗能形式。最后,文章根据试验及理论分析,对延性双肢墙结构的工程设计提出了建议及最佳耗能机构的控制实施条件。
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| 关 键 词： | 钢筋混凝土结构 剪力墙 弹塑性分析 抗震/控制理论 |
Elastoplastic Analyses and Aseismic Design of Reinforced Concrete Coupled Shear Walls |
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| Zhang Hongyong. Elastoplastic Analyses and Aseismic Design of Reinforced Concrete Coupled Shear Walls[J]. Journal of Xi'an University of Architecture & Technology, 1992, 0(2) |
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| Authors: | Zhang Hongyong |
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| Affiliation: | Zhang Hongyong |
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| Abstract: | Based on the controlled mechanism theory of earthquake resistantelastoplastic reinforced concrete structurcs, this paper does the test study and theoreticanalysis of coupled shear walls, proves that the controlled mechanism theory is feasibleto shear walls. The paper works out computer programs of elastoplastic full analysis andexamines its suitability by comparing the result of test with that of calculation. By com-paring with different plans of moment modification, this paper analyses one 18-storycoupled shear walls, and finds the best dissipating energy form. Finally, according to theanalysis of test and theory, the design method about ductility coupled shear walls andthe control conditions of the best dissipation energy mechanism are presented. |
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| Keywords: | reinforced concrete structures shear wall elastic-plastic analysis seismic resistance / controlled mecanism theory |
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