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拉索损伤对斜拉桥安全性能的影响研究 被引量：1

Impaired Cable Influence on the Safety Performance of Cable Stayed Bridge
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摘要 以银滩黄河大桥为工程背景,研究不同位置的单索发生不同程度的索力失效、多处拉索发生索力失效等情况对斜拉桥结构安全性能的影响,对于掌握斜拉桥在正常行车情况的力学特性,保证斜拉桥在运营过程中的安全可靠性具有极其重要的意义。
作者 张成龙
机构地区 中铁十八局四公司
出处 《市政技术》 2016年第2期48-52,共5页 Journal of Municipal Technology
关键词 斜拉桥 拉索 损伤 安全性能
分类号 U446 [建筑科学—桥梁与隧道工程] U447 [建筑科学—桥梁与隧道工程]
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参考文献5

  • 1刘士林.斜托桥[M].北京:人民交通出版社,2002:24-32.
  • 2YOZO FUJINO.Vibration, control and moniloring of long-spar bridges-recent research,developments and practice in JapanlJ Journal of Constructional Steel Research, 2002,58 ( 1 ) :71-97.
  • 3李兆霞,李爱群,陈鸿天,郭力,周太全.大跨桥梁结构以健康监测和状态评估为目标的有限元模拟[J].东南大学学报（自然科学版）,2003,33(5):562-572. 被引量：119
  • 4DARRYLL PINES. A Emin Aktan. Status of structural health monitoring of long-span bridges in tile United States[J]. Progress in Structural Engineering and Materials, 2002,4 (4) : 372-380.
  • 5MURIA VILA D, GOMEZ R, KING C. Dynamic structural Prop- erties of cable stayed Tampico Bridge[J]. Journal of Structural Engineering, 1991,117(11 ) :3396-3416.

二级参考文献25

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市政技术
2016年 第2期

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