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无塔人行悬索桥设计研究
引用本文:蒋陈,赵满喜.无塔人行悬索桥设计研究[J].公路交通技术,2006(2):56-58,62.
作者姓名:蒋陈  赵满喜
作者单位:1. 重庆交通科研设计院,重庆,400067
2. 内蒙古自治区公路局,呼和浩特,010020
摘    要:基于有限位移法,对某无塔非对称人行悬索桥进行了设计研究,根据工程的实际特点,对该桥的总体布置、主缆、吊杆以及加劲梁等进行了合理选择,对受力进行了相应分析,同时也对缆风索进行了设计研究。结果表明,设置缆风索能大幅提升结构整体刚度,从而使结构自振基频得到提高,且效果明显。研究的结论可为今后人行悬索桥的设计提供有益的参考,也为该类型桥梁的抗风设计等奠定基础。

关 键 词:桥梁工程  有限位移法  悬索桥  主缆  频率
文章编号:1009-6477(2006)02-0056-04
收稿时间:12 12 2005 12:00AM
修稿时间:2005-12-12

Research on Tower Free Pedestrian Suspension Bridge Design
Jiang Chen,ZHAO Manxi.Research on Tower Free Pedestrian Suspension Bridge Design[J].Technology of Highway and Transport,2006(2):56-58,62.
Authors:Jiang Chen  ZHAO Manxi
Abstract:Research on design of certain tower free pedestrian suspension bridge based on finite displacement method,rational selections of layout,main cable,suspender and reinforcement beam of the bridge are given and relevant analysis to strain of this bridge is conducted as per actual characteristics of the project, also research of cable wind-proof wire design.Results show the cable wind-proof wire may greatly meliorate integral structural rigidity and improves the self-vibration fundamental frequency and the effect is quite obvious.Conclusion of the research may offer good reference to future pedestrian cable suspension bridge design,also it may be used as the foundation for anti-wind design of this type of bridges.
Keywords:bridge project  finite displacement method  suspension bridge  main cable  frequency
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