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大跨度悬索桥丝股架设线形计算的精确方法

唐茂林 沈锐利 强士中

西南交通大学学报2001,Vol.36Issue(3):303-307,5.
西南交通大学学报2001,Vol.36Issue(3):303-307,5.

大跨度悬索桥丝股架设线形计算的精确方法

An Accurate Calculation Method for Erecting Curves of Wire Strands of Long Suspension Bridges

唐茂林 1沈锐利 1强士中1

作者信息

  • 1. 西南交通大学土木工程学院,
  • 折叠

摘要

Abstract

According to the conditions and practices of suspension bridge erection, a method is proposed for accurate calculation of erecting curves of wire strands of long suspension bridges. By analyzing the conditions of equilibrium on the saddles while the wire strands are being erected, the theoretical calculation method of the pre-displacement, which is the desired position of saddles, is developed. The proposed method takes the non-linearity of the wires into consideration, avoids the errors resulted by suppositions in finite element method, and is more accurate than finite element method.

关键词

悬索桥/缆索/索鞍/计算

分类

交通工程

引用本文复制引用

唐茂林,沈锐利,强士中..大跨度悬索桥丝股架设线形计算的精确方法[J].西南交通大学学报,2001,36(3):303-307,5.

西南交通大学学报

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