| 汶川地震震害对建筑结构设计提出的思考 |
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| 引用本文： | 侯海娅,宋健.汶川地震震害对建筑结构设计提出的思考[J].杨凌职业技术学院学报,2009,8(3):4-6. |
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| 作者姓名： | 侯海娅 宋健 |
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| 作者单位： | 西部建筑抗震勘察设计研究院,陕西,西安,710054 |
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| 摘 要： | 结合汶川地震震害调查报告会及对汶川地震中建筑物震害的资料研究，分析汶川地震中砌体、框架、砌体——钢筋混凝土混合结构3种结构体系的震害特点和震害原因，探讨这3种结构体系的抗震性能，总结了一些经验和教训，在此基础上，提出了建筑结构抗震设计中应注意的问题和改进建议，供实际工程设计参考。
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| 关 键 词： | 汶川地震 震害分析 抗震性能 |
Thinking on the Building Structure Design after Wenchuan Earthquake |
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| HOU Hai-ya,SONG Jian.Thinking on the Building Structure Design after Wenchuan Earthquake[J].Journal of Yangling Vocational & Technical College,2009,8(3):4-6. |
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| Authors: | HOU Hai-ya SONG Jian |
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| Institution: | (The West Research Institute of Architecture Aseismic Design, Xi＇an, Shaanxi 710054, China) |
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| Abstract: | Combing with the disaster report of Wenchuan earthquake and information about building after the quake, the authors analyzed characteristics and results of three kinds of building structures, i.e. masonry structure, frame structure, and composite of masonry and concrete steel, discussed and summarized the anti-quake performance of these structures. Based on this, suggestions are put forward for building structure design in order to resist earthquake. |
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| Keywords: | Wenchuan earthquake disaster analysis anti-quake performance |
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