| 强风荷载地区钢管混凝土拱桥设计探讨 |
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| 引用本文： | 彭益华,徐龙旺,唐必刚.强风荷载地区钢管混凝土拱桥设计探讨[J].西部交通科技,2013(6):71-75,154. |
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| 作者姓名： | 彭益华 徐龙旺 唐必刚 |
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| 作者单位： | 广西壮族自治区交通规划勘察设计研究院,广西南宁,530029 |
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| 摘 要： | 强风荷载地区,风荷载效应对钢管混凝土拱桥的受力影响较大。文章依托某钢管混凝土拱桥工程实例,通过计算分析和方案比选,提出强风荷载地区钢管混凝土拱桥设计需要注意的主要问题,并提出相应的对策,可为类似桥梁工程的设计与计算提供参考。
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| 关 键 词： | 强风荷载 钢管混凝土 拱桥 设计 |
Exploration on CFST Arch Bridge Design in Strong Wind Load Area |
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| PENG Yi-hua
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XU Long-wang
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TANG Bi-gang.Exploration on CFST Arch Bridge Design in Strong Wind Load Area[J].Western China Communication Science & Technology,2013(6):71-75,154. |
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| Authors: | PENG Yi-hua XU Long-wang TANG Bi-gang |
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| Institution: | (Guangxi Communications Planning Surveying and Design Institute, Nanning, Guangxi, 530029) |
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| Abstract: | In strong wind load areas,the wind load effect has a greater impact on the force of CFST arch bridge.Relying on a practical arch bridge engineering example, through the cal- culation analysis and program selection, the article proposed the main problems which re- quire more attention during CFST arch bridge design in strong wind load areas, and pro- posed the appropriate measures,thereby providing the reference for the design and calcu- lation of similar bddge engineering. |
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| Keywords: | Strong wind load CFST Arch bridge Design |
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