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重庆交通大学学报（自然科学版）

重庆交通大学学报（自然科学版） ›› 1999, Vol. 18 ›› Issue (2): 13-19,60.

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不同主梁纵向约束方式对大跨度斜拉桥地震行为的影响

郝超1, 刘民2, 强士中3   

  1. 1. 西南交通大学桥梁及结构工程系, 成都 610031, 中国;
    2. 加利福尼亚大学洛杉矶分校土木及环境工程系, 洛杉矶 90095-1593, 美国;
    3. 西南交通大学桥梁及结构工程系, 成都 610031, 中国
  • 收稿日期:1998-07-18 出版日期:1999-04-20 发布日期:2016-10-31
  • 作者简介:郝超,1973年生,男,博士生.

Effects of Different Longitudinal Restraint Conditions in Main Girder on the Seismic Behavior of Long-span Cable-stayed Bridges

Hao Chao1, Liu Min2, Qiang Shizhong3   

  1. 1. Department of Bridge and Structural Engineering, Southwest Jiaotong University, Chengdu 610031, PR China;
    2. Department of Civil and Environmental Engineering, University of California, Los Angeles, 90095 1593, U. S. A.;
    3. Department of Bridge and Structural Engineering, Southwest Jiaotong University, Chengdu 610031, PR China
  • Received:1998-07-18 Online:1999-04-20 Published:2016-10-31

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摘要： 以武汉白沙洲长江大桥这座主跨618 m斜拉桥为例,研究了大跨度斜拉桥这种长大柔性结构物在地震作用下的动力行为,侧重于讨论不同主梁纵向约束方式对斜拉桥地震响应的影响,得出了一些有益的结论.

关键词: 斜拉桥, 地震响应, 主梁约束方式, 弹性索

Abstract: The dynamic behavior of long-span cable-stayed bridges subjected to seismic excitations is systematically investigated, based on a case study for Wuhan White Shoal Cable-stayed Bridge over Yangtse River, with particular emphasis on the effects of different longitudinal restraint conditions in main girder on the seismic performance of this bridge.Finally, several conclusions are drawn from the above study.

Key words: cable-stayed bridge, seismic response, restraint conditions, damper cable