| 注册
首页|期刊导航|城市建筑|波形钢腹板组合箱梁桥的屈曲稳定性参数影响分析

波形钢腹板组合箱梁桥的屈曲稳定性参数影响分析

盖卫明 姜瑞娟 徐霞飞

城市建筑Issue(21):358-358,363,2.
城市建筑Issue(21):358-358,363,2.

波形钢腹板组合箱梁桥的屈曲稳定性参数影响分析

Analysis of Affect Parameters to the Buckling Stability of the Box Girder with Corrugated Steel Webs

盖卫明 1姜瑞娟 1徐霞飞2

作者信息

  • 1. 深圳市市政设计研究院有限公司,深圳 518029
  • 2. 湖南省武靖高速公路建设开发有限公司,长沙 422400
  • 折叠

摘要

Abstract

In order to understand the buckling stability of the PC box girder with corrugated steel webs, this paper analyzes the effect of some calculated values to buckling performance of a 40 m across this bridge, such as the thickness, height, wave height and plate length of corrugated steel webs plate, which are calculated using three dimensional finite element m-ethod. Final y the influence rule of the parameters is obtained, which can provide a reference for this kind of bridge design.

关键词

波形钢腹板组合箱梁桥/屈曲/参数分析

Key words

the box girder with corrugated steel webs/buck-ling/parameters analysis

引用本文复制引用

盖卫明,姜瑞娟,徐霞飞..波形钢腹板组合箱梁桥的屈曲稳定性参数影响分析[J].城市建筑,2014,(21):358-358,363,2.

基金项目

深圳市科技研发资金项目 ()

城市建筑

1673-0232

访问量5
|
下载量0
段落导航相关论文