报告详情
  1. 活动首页
  2. 报告清单
  3. 报告详情
Analysis of the Mechanical Behavior of Cable Tower during Self-anchored Suspension Bridge Temporary Tower Anchor Self-erection
编号：25 访问权限：仅限参会人 更新：2021-12-02 17:07:08 浏览：186次 张贴报告

报告开始：2021年12月17日 08:01（Asia/Shanghai）

报告时间：1min

所在会场：[P2] Poster2021 [P2T5] Track 5 Highway and Railway Engineering

演示文件 附属文件

提示：该报告下的文件权限为仅限参会人，您尚未登录，暂时无法查看。

摘要
The traditional construction technology of "beam first and cable later" for self-anchored suspension bridge affects the traffic under the bridge, which is difficult to meet the demand of modern bridge rapid construction. Therefore, this paper proposes a new type of temporary tower anchor self-erection technology. However, during the construction process, the stress mode of the tower will change, and the safety of the tower becomes the most important issue. Therefore, this paper takes a double-tower three-span self-anchored suspension bridge as the example background to discusses the influence rule of the structural parameters of the self-anchored suspension bridge on the stress of the tower. We get the influence law of various structural parameters on the cable tower stress is obtained, which provides a reference for future design and construction.
 
关键词
暂无
报告人
Li Guoqiang

发表评论
验证码 看不清楚，更换一张
全部评论
重要日期

  • 会议日期

    12月17日

    2021

    至

    12月20日

    2021

  • 12月16日 2021

    报告提交截止日期

  • 12月24日 2021

    注册截止日期

主办单位
Chinese Overseas Transportation Association
Chang'an University
联系方式
登录查看完整联系方式
历届会议
移动端
在手机上打开
小程序
打开微信小程序
客服
扫码或点此咨询