| 斜独塔斜拉桥的地震响应分析 |
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| 引用本文： | 盛建军,廖赞先. 斜独塔斜拉桥的地震响应分析[J]. 广东公路交通, 2011, 0(3): 1-4,7 |
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| 作者姓名： | 盛建军 廖赞先 |
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| 作者单位： | 广东省公路建设有限公司,广州,510055 |
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| 摘 要： | 以厦门马新特大桥主桥为工程背景，建立三维桥梁计算模型，运用大型计算软件分别用反应谱法、时程分析法、功率谱法分析桥梁各关键部位的内力、位移及了解掌握该类桥在地震反应中的结构特性和受力行为。
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| 关 键 词： | 斜独塔斜拉桥 地震反应 分析 |
Single -Tower Cable -Stayed Bridge Inclined Seismic Response Analysis |
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| SHENG Jian-jun,LIAO Zan-xian. Single -Tower Cable -Stayed Bridge Inclined Seismic Response Analysis[J]. Guangdong Highway Communications, 2011, 0(3): 1-4,7 |
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| Authors: | SHENG Jian-jun LIAO Zan-xian |
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| Affiliation: | SHENG Jian -jun, LIAO Zan -xian ( Guangdong Provincial Highway Construction Co, Ltd, Guangzhou 510055) |
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| Abstract: | Based on the Xiamen Maxin main bridge, establishes three Uygur bridge computation model, the utilization large - scale computation software uses the response spectral method, the time interval analytic method separately, the power spectral method analysis bridge various essential spot endogenic force, the displacement and the understanding grasps this kind of bridge, in the earthquake responds the structural property and the stress behavior. |
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| Keywords: | single -tower cable -stayed bridge inclined seismic response analysis |
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