| 薄钢板剪力墙多层结构地震反应分析 |
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| 引用本文： | 杨林,袁任远,常永平. 薄钢板剪力墙多层结构地震反应分析[J]. 山西建筑, 2014, 40(30): 57-58 |
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| 作者姓名： | 杨林 袁任远 常永平 |
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| 作者单位： | 1. 国家知识产权局专利局专利审查协作北京中心机械部,北京,100190
2. 河北联合大学建筑工程学院,河北唐山,063000 |
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| 基金项目： | 河北理工大学科学研究基金项目 |
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| 摘 要： | 利用ADINA分析程序建立了非线性有限元多层结构分析模型,分析了其在地震作用下的受力破坏特征及抗震性能,指出薄钢板剪力墙能够有效的提高结构的抗震性能,具有广阔的应用前景。
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| 关 键 词： | 剪力墙 薄钢板 有限元 |
Seismic behavior analysis of multi-storey thin steel-plate shear wall |
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| YANG Lin , YUAN Ren-yuan , CHANG Yong-ping. Seismic behavior analysis of multi-storey thin steel-plate shear wall[J]. Shanxi Architecture, 2014, 40(30): 57-58 |
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| Authors: | YANG Lin YUAN Ren-yuan CHANG Yong-ping |
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| Affiliation: | YANG Lin YUAN Ren-yuan CHANG Yong-ping (1. Patent Examination Corporation Beijing Center of SIPO, Beijing 100190, China; 2. College of Civil and Architectural Engineering, Hebei United University, Tangshan 063000, China) |
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| Abstract: | An ADINA nonlinear finite element multi-storey model was established in this paper, and the load-carting capacity, seismic behavior under earthquake load were analyzed in detail, pointed out that the thin steel-plate shear wall could effectively improve the seismic performance of the structure, had broad application prospect. |
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| Keywords: | shear wall thin steel-plate FEM |
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