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自锚式悬索桥施工中的非线性误差调整研究
引用本文:邱文亮,张哲.自锚式悬索桥施工中的非线性误差调整研究[J].公路交通科技,2005,22(6):72-74,97.
作者姓名:邱文亮  张哲
作者单位:大连理工大学土木水利学院,辽宁,大连,116024
摘    要:以最小二乘法为基础,提出了自锚式悬索桥施工过程中的非线性误差调整方法。研究表明,对于索力误差,可以通过部分吊索索力的调整得以消除;而对于主梁和索塔的变形误差,则需要进行全桥吊索索力的调整加以消除,以获得令人满意的吊索索力误差。

关 键 词:自锚式悬索桥  施工控制  误差调整  非线性
文章编号:1002-0268(2005)06-0072-03

Study on Nonlinear Error Adjustment of Self-anchored Suspension Bridge in Construction
QIU Wen-liang,ZHANG Zhe.Study on Nonlinear Error Adjustment of Self-anchored Suspension Bridge in Construction[J].Journal of Highway and Transportation Research and Development,2005,22(6):72-74,97.
Authors:QIU Wen-liang  ZHANG Zhe
Abstract:Based on the least squares method,the method of nonlinear error adjustment of selfanchored suspension bridge in construction is presented.The study shows that the cable force errors can be eliminated through adjusting part of the cable force.Deformation errors of the main girder and the cable tower should be eliminated through adjusting the cable force of all hangers,to get the satisfied force errors.
Keywords:Selfanchored suspension bridge  Construction control  Error adjustmen  Nonlinearity
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