主跨2×428 m三塔自锚式悬索桥主塔的组合塔段设计
Design of Combined Tower Section of Main Tower for the Self-anchored Suspension Bridge with Three Towers and 2×428 m in Main Span Arrangement
王静 1李东胜 2贺鹏 1孙世强 3牛凯玥 3郭继凯1
作者信息
- 1. 济南城市建设集团有限公司 济南市 250000
- 2. 上海市政工程设计研究总院(集团)有限公司 上海市 200092
- 3. 山东易方达建设项目管理有限公司 济南市 250000
- 折叠
摘要
介绍了济南凤凰黄河大桥主桥主塔的组合塔段构造,以及通过建立有限元模型对组合塔段进行受力分析的结果.
Abstract
In this paper,the structure of the combined tower section of the main tower of the main bridge of the Yellow River Bridge across the Fenghuang Road is introduced,and the force analysis result of the combined tower section is revealed by establishing a finite element model.
关键词
桥梁工程/自锚式悬索桥/钢塔/组合塔/连接件/有限元分析Key words
bridge engineering/self-anchored suspension bridge/steel tower/composite tower/connector/finite element analysis引用本文复制引用
出版年
2024
NETL
NSTL
万方数据