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) ›› 1998, Vol. 17 ›› Issue (2): 20-25.

• • 上一篇    下一篇

设置板式橡胶支座的高桥墩之非线性分析

田仲初1, 程翔云2   

  1. 1. 长沙交通学院, 长沙 410076; 2. 湖南大学 土木系, 长沙 410082
  • 收稿日期:1997-10-31 修回日期:1997-12-01 出版日期:1998-06-20 发布日期:2016-07-13
  • 作者简介:田仲初(1963-), 男, 讲师

A Nonlinear Analysis of the High-Pier with Support of Rubber Plate

Tian Zhongchu1, Cheng Xiangyun2   

  1. 1. Changsha Communications Institute, Changsha 410076, P. R. China; 2. Hunan University, Changsha 410082, P. R. China
  • Received:1997-10-31 Revised:1997-12-01 Online:1998-06-20 Published:2016-07-13

摘要: 针对具有板式橡胶支座的高桥墩和桥面简易连续的多跨桥梁, 提出了计算高桥墩的合理计算图式和分析方法, 解决了这种计算方法问题, 将有助于高桥墩的应用推广.

关键词: 高桥墩, 板式橡胶支座, 桥面简易连续, 非线性分析, 弹簧刚度, 旱桥

Abstract: It is presented in this paper a suitable calculation model and methods of analysis of a high-pier bridge with supports of rubber plate and with multible simple supports and a continue deck (pavement). The solving of this problem will be helpful for the widely use of the high pier.

Key words: high-pier, support of rubber plate, simple support and continue deck, nonlinear analysis, rigiding spring, land bridge

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