| 岳阳洞庭湖二桥引桥地震反应分析 |
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| 引用本文： | 董海斌.岳阳洞庭湖二桥引桥地震反应分析[J].中南公路工程,2011(2):76-79. |
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| 作者姓名： | 董海斌 |
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| 作者单位： | 湖南省交通规划勘察设计院; |
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| 摘 要： | 讨论了岳阳洞庭湖二桥引桥抗震设防标准,进行了结构动力特性计算和非线性时程分析,得到控制桥梁结构地震安全性能的关键指标,最后进一步对这些指标验算分析,得到整个桥梁结构抗震安全性能。
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| 关 键 词： | 连续梁 地震 动力特性 非线性时程 |
Yueyang dongting bridge Ⅱ Seismic Response Analysis Approach |
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| DONG Haibin.Yueyang dongting bridge Ⅱ Seismic Response Analysis Approach[J].Central South Highway Engineering,2011(2):76-79. |
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| Authors: | DONG Haibin |
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| Institution: | DONG Haibin (Hunan Provincial Communications Planning,Survey & Design Institute,Changsha 410009 China) |
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| Abstract: | The Yueyang dongting bridge ⅡApproach seismic standards were calculated and dynamic characteristics of nonlinear time history analysis,seismic safety of bridges under control key performance indicators,the final checking of these indicators to further analysis,the entire bridge Seismic safety. |
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| Keywords: | continuous beam seismic dynamic characteristics non-linear time history |
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