| 桥梁抗震设计 |
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| 引用本文： | 宋晓凯.桥梁抗震设计[J].山西建筑,2007,33(6):282-284. |
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| 作者姓名： | 宋晓凯 |
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| 作者单位： | 华南理工大学交通学院,广东广州,510641 |
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| 摘 要： | 分析了桥梁震害及产生原因,着重介绍了拱桥的震害形式,并从设计的角度提出了一些桥梁抗震设计中遵循的基本原则,最后分析比较了我国《建筑抗震设计规范》和《公路工程抗震规范》,从而为桥梁的抗震设计提供了理论依据。
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| 关 键 词： | 桥梁震害 抗震设计 抗震规范 |
| 文章编号： | 1009-6825(2007)06-0282-03 |
| 修稿时间： | 2006年9月7日 |
Seismic design of bridge |
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| SONG Xiao-kai.Seismic design of bridge[J].Shanxi Architecture,2007,33(6):282-284. |
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| Authors: | SONG Xiao-kai |
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| Affiliation: | SONG Xiao-kai |
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| Abstract: | Seismic damage of bridges and its causing reasons are analyzed.According to seismic damage forms of arch bridge from design aspect principles should be followed in seismic design are proposed.In the end seismic design of bridge in Aseismic design code for buildings and Code for aseismic design of highway are comparatively analyzed in order to provide theoretical references for seismic design of bridges. |
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| Keywords: | seismic damage of bridge seismic design code for aseismic design |
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