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拱桥成桥状态下吊杆索力优化

田志昌 孙超 韩永华 赵根田

铁道科学与工程学报2017,Vol.14Issue(2):296-302,7.
铁道科学与工程学报2017,Vol.14Issue(2):296-302,7.

拱桥成桥状态下吊杆索力优化

Completed bridge suspender forces optimization of a arch bridge

田志昌 1孙超 1韩永华 2赵根田1

作者信息

  • 1. 内蒙古科技大学建筑与土木工程学院,内蒙古包头 014010
  • 2. 广东平兴高速公路有限公司,广东 广州 510640
  • 折叠

摘要

Abstract

One of the standards which measures the arch and rigid frame is to check the internal force distribution and size under the finished state. When the bending stress of the arch rib and the main girder under the action of constant and live load is small and well-distributed, the bridge can be regarded as reasonable. The method and theory of cable force optimization mainly takes cable-stayed bridge as the object of research. The cable optimization model and the constrained expression were constructed on the basis of cable-stayed bridge's cable force optimization and constrained energy minimization method. The cable force optimization of arch bridge's completion state was also studied with reference to engineering practices in this paper.

关键词

系杆拱桥/索力优化/成桥状态/有约束的最小能量法

Key words

tied arch bridge/cable tension/bridge completion/the constrained minimum energy method

分类

交通工程

引用本文复制引用

田志昌,孙超,韩永华,赵根田..拱桥成桥状态下吊杆索力优化[J].铁道科学与工程学报,2017,14(2):296-302,7.

基金项目

国家自然科学基金资助项目(51268042) (51268042)

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

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