| 在8度地震区建造低层纯钢框架结构住宅的可行性分析 |
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| 引用本文： | 张凌凌.在8度地震区建造低层纯钢框架结构住宅的可行性分析[J].平原大学学报,2009(3). |
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| 作者姓名： | 张凌凌 |
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| 作者单位： | 新乡天丰钢板开发有限公司; |
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| 摘 要： | 通过对低层纯钢框架结构住宅的抗震性能分析,运用结构分析软件,结合实例证明了在8度(0.2g)地震区建造低层纯钢框架结构住宅的可行性。
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| 关 键 词： | 钢结构 框架结构 抗震性能 |
The Feasibility Analysis of Low-rise Steel-frame Structure Residence in 8 Magnitude Earthquake Area |
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| ZHANG Ling-ling.The Feasibility Analysis of Low-rise Steel-frame Structure Residence in 8 Magnitude Earthquake Area[J].Journal of Pingyuan University,2009(3). |
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| Authors: | ZHANG Ling-ling |
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| Institution: | Xinxiang Tianfeng Steel Sheet Development CO.Ltd;Xinxiang 453002;China |
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| Abstract: | low-rise steel-frame structure residence rarely appies to 8 and over 8 magniture earthquake areas,because its overall stiffness is small,anti-sidesway ability is poor,level displacement angle is excessive under the action of level earthquake.According to the analysis of anti-seismic performance,the use of structural analysis software and examples,the article approves the feasibility of low-rise steel-frame structure residence in 8 magnitude(0.2g) earthquake areas. |
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| Keywords: | steel structure frame structure anti-seismic performance |
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