| 连梁刚度对不等肢连肢梁抗震性能的影响 |
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| 引用本文： | 杨飞.连梁刚度对不等肢连肢梁抗震性能的影响[J].山西建材,2013(6):6-8,12. |
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| 作者姓名： | 杨飞 |
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| 作者单位： | 山西职业技术学院,山西太原030006 |
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| 摘 要： | 以某住宅楼钢筋混凝土不等肢剪力墙结构为例,运用有限元分析软件MIDAS GEN7.95,以其框架梁和墙单元模拟不等肢剪力墙结构中的连梁和墙肢,建立了一种简明的有限元分析模型,并应用该模型对连梁刚度与不等肢剪力墙整体刚度的关系进行了分析,对其影响因素进行了探讨,提出了一些解决方案。
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| 关 键 词： | 连梁刚度 不等肢剪力墙 MIDAS |
Influence of Coupling Beam Stiffness on Coupled Beam Anti -Seismic Property of Different Limb Lengths |
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| Authors: | YANG Fei |
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| Affiliation: | YANG Fei ( Shanxi Polytechnic College ,Taiyuan ,030003 ,Shanxi, China) |
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| Abstract: | Taking the reinforced concrete shear wall structure of different limb lengths for example and using the finite element analysis software MIDAS GEN7.95, the paper simulates the coupling beam and wall- column using its frame girder and wall unit and set up a concise finite element analysis model,then the author analyzes the relationship between coupling beam stiffness and the whole stiffness of shear wall of different limb lengths with the help of this model and discusses the influencing factors and corresponding solutions. |
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| Keywords: | coupling beam stiffness shear wall ofdifferent limb lengths MIDAS |
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