| 正交异性板桥面结构的受力特点简析及结构设计优化 |
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| 引用本文： | 范国政,涂常卫.正交异性板桥面结构的受力特点简析及结构设计优化[J].广东公路交通,2014(5):34-38. |
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| 作者姓名： | 范国政 涂常卫 |
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| 作者单位： | 1. 广东省公路建设有限公司虎门二桥分公司,广州,511447
2. 广东省公路建设有限公司,广州,510623 |
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| 摘 要： | 通过对正交异性钢箱梁桥面结构作适当简化，用平面刚架结构分析了桥面板的受力，揭示了桥面结构的受力特点，可作为钢箱梁结构设计和结构优化的参考。
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| 关 键 词： | 悬索桥 钢箱梁 钢桥面板设计 |
Analysis on Mechanical Characteristics and Optimization Suggestions of Structural Design for Orthotropic Pavement Structure |
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| FAN Guozheng,TU Chang Wei.Analysis on Mechanical Characteristics and Optimization Suggestions of Structural Design for Orthotropic Pavement Structure[J].Guangdong Highway Communications,2014(5):34-38. |
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| Authors: | FAN Guozheng TU Chang Wei |
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| Institution: | FAN Guozheng, TU Chang Wei ( 1. Humen 2rd Bridge Branch of Guangdong Provincial Highway Construction Co., Ltd., Guangzhou 511447; 2. Guangdong Provincial Highway Construction Co., Ltd., Guangzhou 510623) |
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| Abstract: | Based on the simplification of bridge deck structure of orthotropic steel box girder bridge,plane frame model has been used to analyze the stressing of bridge deck,which has shown the stressing characteristics of bridge deck, which could provide references for structure design and optimization design of steel box girder. |
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| Keywords: | suspension bridge steel box girder design of steel pavement |
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