| 连续刚构桥行波效应分析 |
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| 引用本文： | 臧博.连续刚构桥行波效应分析[J].山西交通科技,2013(3):84-85. |
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| 作者姓名： | 臧博 |
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| 作者单位： | 山西省交通科学研究院,山西太原030006 |
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| 摘 要： | 以采用MIDAS建立一座5跨连续刚构桥的有限元计算模型,分析其动力特性以及考虑行波效应下的地震响应,并对比了一致激励下的地震响应结果。
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| 关 键 词： | 连续刚构桥 动力 特性 行波 效应 |
The Analysis of Traveling Wave Effect of Continuous Rigid Frame Bridge |
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| ZANG Bo.The Analysis of Traveling Wave Effect of Continuous Rigid Frame Bridge[J].Shanxi Science & Technology of Communications,2013(3):84-85. |
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| Authors: | ZANG Bo |
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| Institution: | ZANG Bo(Shanxi Transportation Research Institute,Taiyuan,Shanxi 030006,China) |
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| Abstract: | This paper established a five-span continuous rigid frame bridge model by using the finite element MIDAS,analyzed the dynamic characteristics and seismic response considering traveling wave effect,and compared the results of seismic response. |
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| Keywords: | continuous rigid frame bridge dynamic characteristics traveling wave effect |
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