| 超限砖混结构抗震设计中若干问题的探讨 |
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| 引用本文： | 刘文革,唐圣贵,王敬河,尹保江.超限砖混结构抗震设计中若干问题的探讨[J].工程抗震与加固改造,2004(2):13-14. |
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| 作者姓名： | 刘文革 唐圣贵 王敬河 尹保江 |
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| 作者单位： | 新疆时代石油工程有限公司,克拉玛依市,834000;广东华审造价师事务所有限公司;山东胜利宏海建业有限责任公司;中国建筑科学研究院工程抗震研究所 |
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| 摘 要： | 本文针对实际工程中超限砖混结构抗震设计存在的问题进行了分析,并结合《建筑抗震设计规 范》GB50011-2001对这些问题提出了原则性的加固处理意见。
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| 关 键 词： | 砖混结构 抗震设计 |
Discussion on Seismic Design of Masonry Structure |
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| Liu Wenge et al..Discussion on Seismic Design of Masonry Structure[J].Earthquake Resistant Engineering and Retrofitting,2004(2):13-14. |
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| Authors: | Liu Wenge |
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| Affiliation: | Liu Wenge et al. |
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| Abstract: | Some problem on seismic design of masonry structure were discussed in this article. Structural deficiency of these buildings was found by analyzing and a series of measure of seismic strengthening was used to improve the seismic bearing capacity of the structure, which was based on the Code of Seismic Design of Buildings (GB50011-2001). |
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| Keywords: | masonry structure seismic design |
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