| 梁拱组合体系斜靠拱桥设计 |
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| 引用本文： | 崔宁,韩青.梁拱组合体系斜靠拱桥设计[J].城市道桥与防洪,2013(4):79-81,10. |
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| 作者姓名： | 崔宁 韩青 |
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| 作者单位： | 四川中恒工程设计研究院有限公司,四川成都,610081 |
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| 摘 要： | 安徽宣城市凤凰桥为单跨80 m梁拱组合体系斜靠拱桥。该文重点介绍该桥桥梁结构设计及施工特点,包括结构形式选择、桥梁细部结构、体系计算过程,以及关键部位的受力分析等内容。
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| 关 键 词： | 凤凰桥 斜靠拱 梁拱组合体系 桥梁设计 计算 宣城市 |
Design of Beam-Arch Combined System Leaning Arch Bridge |
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| Cui Ning,Han Qing.Design of Beam-Arch Combined System Leaning Arch Bridge[J].Urban Roads Bridges & Flood Control,2013(4):79-81,10. |
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| Authors: | Cui Ning Han Qing |
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| Institution: | Cui Ning,Han Qing |
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| Abstract: | Fenghuang Bridge in Xuancheng City of Anhui is a single-span 80-m beam-arch combined system leaning arch bridge.The article focuses introduction on the structure design and construction characteristics of this bridge including the selection of structure type,structure details of bridge,system calculation process of bridge and stress analysis of key parts. |
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| Keywords: | Fenghuang Bridge leaning arch beam-arch combined system bridge design calculation |
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