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混凝土斜拉桥合理成桥状态研究
引用本文:李熠,颜东煌,李学文. 混凝土斜拉桥合理成桥状态研究[J]. 重庆交通大学学报(自然科学版), 2008, 27(6): 1017-1019,1023
作者姓名:李熠  颜东煌  李学文
作者单位:长沙理工大学,土木与建筑学院,湖南,长沙,410076;长沙理工大学,土木与建筑学院,湖南,长沙,410076;长沙理工大学,土木与建筑学院,湖南,长沙,410076
摘    要:根据混凝土斜拉桥合理成桥状态的确定原则、影响因素与确定方法,先用最小弯曲能量法初定成桥状态,再用影响矩阵法进行索力调整,获得了合理的成桥状态。运用该方法对某桥进行了计算,算例表明该方法简单、有效。

关 键 词:斜拉桥  合理成桥状态  索力优化

Research on the Reasonable Finished Dead State of Concrete Cable-Stayed Bridges
LI Yi,YAN Dong-huang,LI Xue-wen. Research on the Reasonable Finished Dead State of Concrete Cable-Stayed Bridges[J]. Journal of Chongqing Jiaotong University, 2008, 27(6): 1017-1019,1023
Authors:LI Yi  YAN Dong-huang  LI Xue-wen
Affiliation:LI Yi,YAN Dong-huang,LI Xue-wen(School of Civil Engineering & Architecture,Changsha University of Science & Technology,Hu'nan Changsha 410076,China)
Abstract:In terms of the determining principles,influential factors and determining methods of the reasonable finished dead state of the concrete cable-stayed bridges,a comprehensive method is developed.The procedure of this method is: deciding the initial dead state by using the minimum bending energy method firstly;then optimizing the cable forces by using the influence matrix method.And finally the reasonable finished dead state is determined.This method is used to calculate an actual bridge,and the result of the...
Keywords:cable-stayed bridge  reasonable finished dead state  optimization of cable force  
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