| 地震烈度对桥梁抗震能力的研究分析 |
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| 引用本文： | 鲍飞宇,刘建伟,虞庐松. 地震烈度对桥梁抗震能力的研究分析[J]. 交通标准化, 2007, 0(4): 54-57 |
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| 作者姓名： | 鲍飞宇 刘建伟 虞庐松 |
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| 作者单位： | 1. 兰州交通大学土木工程学院,甘肃,兰州,730070
2. 中铁七局集团有限公司,河南,郑州,450016 |
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| 摘 要： | 将能力谱方法应用于桥墩横向和纵向抗震性能的分析,研究在特定场地条件下不同地震烈度对桥梁抗震能力的影响,结果表明:地震烈度越大,其抗震需求越大,性能点的位移也逐渐增大,总体趋势是地震反应由弹性进入塑性.
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| 关 键 词： | 能力谱方法 地震烈度 抗震性能 性能点 不同地震烈度 桥梁 抗震能力 研究 分析 Bridge Structure Seismic Performance Earthquake Intensity Design 塑性 弹性 地震反应 总体趋势 位移 性能点 需求 结果 影响 场地条件 抗震性能 |
| 文章编号： | 1002-4786（2007）04-0054-03 |
| 收稿时间： | 2006-08-14 |
| 修稿时间： | 2006-08-14 |
The Study of Design Earthquake Intensity to Seismic Performance of Bridge Structure |
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| BAO Fei-yu,LIU Jian-wei,Yu Lu-song. The Study of Design Earthquake Intensity to Seismic Performance of Bridge Structure[J]. Communications Standardization, 2007, 0(4): 54-57 |
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| Authors: | BAO Fei-yu LIU Jian-wei Yu Lu-song |
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| Affiliation: | 1.School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China; 2.China Railway 7th Engineering Group Co.Ltd., Zhengzhou 450016, China |
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| Abstract: | The result of application of the capacity spectrum method to the study of pier transverse and lengthways seismic performance, and study the influence of different design earthquake intensity to the seismic capacity at the invariable ground condition indicates that the seismic demand and the displacement of the performance point are increasing along with the increasing of the earthquake intensity, and the total response trend is from elastic to plastic. |
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| Keywords: | capacity spectrum method earthquake intensity seismic performance performance point |
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