| 按刚度耦合模型分析墩台纵向力分配 |
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| 引用本文： | 丁剑霆,田敬博.按刚度耦合模型分析墩台纵向力分配[J].交通科技与经济,2009,11(6):94-97. |
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| 作者姓名： | 丁剑霆 田敬博 |
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| 作者单位： | [1]黑龙江工程学院,黑龙江哈尔滨150050 [2]同济大学,上海200092 |
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| 摘 要： | 通过分析连续桥面简支梁桥柔性墩台的纵向受力及变形特性，提出新的计算模型—刚度耦合模型，用以进行柔性墩台纵向水平力的分配计算。给出算例，分别以刚度耦合模型和现有传统刚度模型进行计算，并对结果进行对比分析，得出刚度耦合模型更为安全的结论。
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| 关 键 词： | 刚度耦舍模型 纵向水平力 柔性墩 连续桥面 |
Assigns According to the Rigidity Coupling Model Analysis Platform Longitudinal Force |
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| DING Jian-ting,TIAN Jing-bo.Assigns According to the Rigidity Coupling Model Analysis Platform Longitudinal Force[J].Technology & Economy in Areas of Communications,2009,11(6):94-97. |
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| Authors: | DING Jian-ting TIAN Jing-bo |
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| Institution: | 1. Heilongjiang Institute of Technology, Harbin 150050, China;2. Tongji University, Shanghai 200092, China) |
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| Abstract: | This article through the analysis continual bridge floor simple support beam bridge flexible plat-form＇s longitudinal stress and the distortion characteristic, proposed the new computation model—rigidity coupling model, with carries on the flexible platform longitudinal horizontal force the distributed computing. Give the example, respectively carries on the computation by the rigidity coupling model and the existing traditional rigidity model, and carries on the contrastive analysis to the result, draws a rigidity coupling model safer conclusion. |
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| Keywords: | rigidity coupling model longitudinal horizontal force flexible pillar continual bridge floor |
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