中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊
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） ›› 1996, Vol. 15 ›› Issue (4): 8-13,20.

• • 上一篇    下一篇

采用薄板作斜拉桥主梁的可行性研究

肖光宏1, 张秋陵2   

  1. 1. 重庆交通学院桥梁与结构工程系, 630074;
    2. 重庆交通学院水港工程系, 630074
  • 收稿日期:1995-07-18 修回日期:1995-11-03 出版日期:1996-08-24 发布日期:2016-11-10
  • 作者简介:肖光宏,男,1957年生,副教授.
  • 基金资助:
    瑞士联邦政府资助

Investigation of Cable Stayed Bridge with Thin Plate Girder

Xiao Guanghong1, Zhang Qiuling2   

  1. 1. Department of Bridge & Structure Engineering;
    2. Department of Harbour & Waterway Engineering
  • Received:1995-07-18 Revised:1995-11-03 Online:1996-08-24 Published:2016-11-10

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摘要： 本文根据对钢筋砼薄板梁斜拉桥模型的试验结果,分析探讨了钢筋砼薄板斜拉桥主梁的整体稳定,主梁对荷载的分配能力以及斜拉桥的破坏模式.同时,本文分析了薄板梁斜拉桥的动力行为.分析结果表明,这种斜拉桥是可行的.

关键词: 斜拉桥, 行为, 试验

Abstract: Based on test results of cable stayed bridge mcxlel with thin reinforced concrete girder, this paper investigates the stubility of thin plate girder, the capacity to distribution loads, mode of damage of the bridge and the dynamic behavior of this type of bridge. It indicates that the cable stayed bridge with thin reinforced concrete girder is reliable.

Key words: cable stayed bridge, be havior, test