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学府路斜拉桥结构设计与静力分析
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(上海市政设计研究总院(集团)有限公司, 上海 200092)

作者简介:

Bo Wang, Engineer. Work direction: Bridge engineering design research. Shanghai Municipal Engineering Design Institute (Group) Co., Ltd. Shanghai 200092, China.

通讯作者:

Bo Wang

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Structural Design and Static Analysis of the Cable-stayed Bridge on Xuefu Road
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(Shanghai Municipal Engineering Design Institute (Group) Co., Ltd, Shanghai 200092, China)

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    摘要:

    学府路斜拉桥采用主跨160m的独塔空间双索面斜拉桥结构,主梁采用PK断面扁平钢箱梁,主塔采用钢筋混凝土桥塔,桥宽46.1~57.5m,是目前国内宽度最大的独塔钢箱梁斜拉桥。对学府路斜拉桥的结构设计和静力分析进行了总结,可为类似工程的设计提供参考。

    Abstract:

    The cable-stayed bridge on Xuefu Road is a single-pylon spatial double-cable-plane cable-stayed structure with a main span of 160 m. The main girder is a PK-section flat steel box girder, while the main pylon is made from reinforced concrete. With a width ranging from 46.1 to 57.5 m, it is currently the widest sin-gle-pylon cable-stayed bridge with steel box girder in China. A comprehensive review has been conducted on the structural design and static analysis of the cable-stayed bridge on Xuefu Road, which can provide a reference for future projects of a similar nature.

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引用本文

Bo Wang Structural Design and Static Analysis of the Cable-stayed Bridge on Xuefu Road. Prestress Technology 2023,1(02):63-71. 10.59238/j. pt.2023.02.006

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  • 收稿日期:2023-04-28
  • 最后修改日期:2023-05-22
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  • 在线发布日期: 2023-09-25
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