首页> 美国政府科技报告 >Computer Analysis and Design of Cable-Stayed Bridge Structures Having Prestressed Post-Tensioned Concrete Segmental Box-Girders. Volume 1. Theory
【24h】

Computer Analysis and Design of Cable-Stayed Bridge Structures Having Prestressed Post-Tensioned Concrete Segmental Box-Girders. Volume 1. Theory

机译:预应力后张混凝土节段箱梁斜拉桥结构计算机分析与设计。第1卷。理论

获取原文

摘要

Volume 1 is a comprehensive document on cable-stayed bridge structures. A discussion of the different configurations including decks, towers, and span arrangements appears with detailed recommendations on segmental construction techniques with emphasis on the balanced cantilever method of erection. Comments on materials used for cable-stayed bridges with emphasis on prestressed post-tensioned concrete and high strength steel cables are offered. An analysis method for the solution of highly redundant cable-stayed systems with emphasis on both 2 and 3 dimensional stiffness analysis is presented. Fundamental principals of the finite element method and structural dynamics are covered. Recommendations for future research, wind tunnel model simulation and a list of references is also included.

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号