欢迎光临《计算力学学报》官方网站!
肖汝诚,项海帆.斜拉桥索力优化及其工程应用[J].计算力学学报,1998,15(1):118~126
本文二维码信息
码上扫一扫!
斜拉桥索力优化及其工程应用
Optimization method of cable prestresses of cable stayed bridges and its engineering applications
  
DOI:10.7511/jslx19981018
中文关键词:  斜拉桥 索力优化 影响矩阵
英文关键词:cable stayed bridge, cable prestress optimization, influence matrix
基金项目:
肖汝诚  项海帆
同济大学桥梁系
摘要点击次数: 17837
全文下载次数: 2
中文摘要:
      本文首先介绍斜拉桥索力优化的概念,然后通过广义影响矩阵,介绍了一种实用的斜拉桥索力优化的影响矩阵法,这种方法既可用于确定成桥合理状态的索力,也可用于施工阶段的索力优化和成桥后的索力调整,实现程序化计算十分方程,最后给出其工程应用。
英文摘要:
      \ In this paper, a concept of optimization of cable prestresses of cable stayed bridges is firstly introduced. Secondly, by means of general influence matrix, a practical optimization method of cable prestresses of cable stayed bridges is developed. The method can not only be applied to determine the optimum cable prestresses of the bridges, but can also be used to construction control. The method used in programming is proved to be efficient and easy to realize. Finally, engineering applications of the method is presented.
查看全文  查看/发表评论  下载PDF阅读器
您是第13477097位访问者
版权所有:《计算力学学报》编辑部
本系统由 北京勤云科技发展有限公司设计