| 桥梁结构抗震分析方法研究 |
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| 引用本文： | 乔东华,王磊.桥梁结构抗震分析方法研究[J].山西科技,2007(1):151-153. |
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| 作者姓名： | 乔东华 王磊 |
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| 作者单位： | 1. 贵州省交通规划勘察设计研究院
2. 大连理工大学土木水利学院 |
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| 摘 要： | 桥梁抗震问题是各国工程界都重视的问题,对大跨桥梁尤其重要。文章针对桥梁抗震分析方法做了简要的回顾,重点对现在应用最广泛的反应谱法做了详细的介绍,并对方法各自的优缺点进行了分析。
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| 关 键 词： | 桥梁抗震 大跨桥梁 反应谱法 |
| 文章编号： | 1004-6429(2007)01-0151-03 |
| 修稿时间： | 2006-11-21 |
Study on the Aseismic Analytical Method of Bridge Structures |
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| Qiao Donghu,Wang Lei.Study on the Aseismic Analytical Method of Bridge Structures[J].Shanxi Science and Technology,2007(1):151-153. |
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| Authors: | Qiao Donghu Wang Lei |
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| Abstract: | The aseismicity of bridges is a problem stressed by the engineering field of all countries,and it is especially important for bridge beams.This article ahs done a brief retrospection of the aseismic analytical method of bridges, mainly introduced in detail the widely used response spectra method and compared their advantages and disadvantages. |
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| Keywords: | aseimicity of bridges bridge beam response spectra method |
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