| 大跨径连续刚构桥抗震分析和评价基本方法 |
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| 引用本文： | 刘怀林. 大跨径连续刚构桥抗震分析和评价基本方法[J]. 山西建筑, 2008, 34(16): 320-321 |
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| 作者姓名： | 刘怀林 |
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| 作者单位： | 重庆交通科研设计院,重庆,400067 |
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| 摘 要： | 从抗震分析的一般思路出发,参考在编的公路工程抗震设计规范和国外相关规范,对跨径超出150 m的大跨径连续刚构桥抗震分析和评价的总体思路及基本方法进行了论述,从而为类似桥梁的抗震设计提供参考。
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| 关 键 词： | 大跨径连续刚构桥 抗震分析和评价 抗震设计 |
| 文章编号： | 1009-6825(2008)16-0320-02 |
| 修稿时间： | 2008-02-20 |
Basic method of seismic analysis and evaluation of the long-span pc continuous rigid frame bridge |
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| LIU Huai-lin. Basic method of seismic analysis and evaluation of the long-span pc continuous rigid frame bridge[J]. Shanxi Architecture, 2008, 34(16): 320-321 |
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| Authors: | LIU Huai-lin |
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| Affiliation: | LIU Huai-lin |
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| Abstract: | Based on the general idea of the seismic analysis,the author discusses the general idea and the basic method of the seismic analysis and the evaluation of the long-span pc continuous rigid frame bridge whose span exceeds 150 m referring to the seismic design standards of the current highway engineering and the overseas correlative standards,to provide the reference for the seismic design of similar bridges. |
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| Keywords: | long-span pc continuous rigid frame bridge seismic analysis and evaluation seismic design |
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