| 京杭运河矮塔斜拉桥结构设计和受力分析 |
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| 引用本文： | 宋连锋,高金.京杭运河矮塔斜拉桥结构设计和受力分析[J].城市道桥与防洪,2013(6):81-83,96,18. |
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| 作者姓名： | 宋连锋 高金 |
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| 作者单位： | 浙江大学建筑设计研究院;上海勘测设计研究院 |
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| 摘 要： | 杭州市康桥路运河桥是一座主跨为110 m的三跨双塔双索面矮塔斜拉桥。该文重点介绍其结构设计的主要参数和施工特点,进行了空间受力分析,可为类似桥梁设计提供借鉴作用。
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| 关 键 词： | 矮塔斜拉桥 混凝土主梁 塔梁固结 设计 杭州市 |
Analysis on Structure Design and Stress of Low-pylon Cable-stayed Bridge in Beijing-Hangzhou Canal |
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| Song Lianfeng,Gao Jin.Analysis on Structure Design and Stress of Low-pylon Cable-stayed Bridge in Beijing-Hangzhou Canal[J].Urban Roads Bridges & Flood Control,2013(6):81-83,96,18. |
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| Authors: | Song Lianfeng Gao Jin |
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| Institution: | Song Lianfeng,Gao Jin |
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| Abstract: | Hangzhou Kangqiao Road Canal Bridge is a main span 110m of three-span double-pylon double-plane low-pylon cable-stayed bridge.The article focuses introduction on the main design parameters and construction characteristics of its structure,and the spatial stress analysis,which can be referred for the design of the similar projects. |
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| Keywords: | low-pylon cable-stayed bridge main concrete beam concretion of pylon and beam design |
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