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斜拉桥的索力调整
引用本文:官万轶,韩大建. 斜拉桥的索力调整[J]. 昆明理工大学学报(自然科学版), 2000, 25(1): 125-128
作者姓名:官万轶  韩大建
作者单位:华南理工大学建筑学院,广东广州,510640
基金项目:广东省自然科学基金!(项目编号 :96 0 2 2 3)
摘    要:提出了斜拉桥施工时索力调整的满意满足度法 ,给出了满意度、满足度函数的定义方法 .利用该方法时可根据实际施工情况由工程师给出合适的满意度函数、满足度函数 ,从而能得到更符合工程实际的索力调整成果 .通过计算实例证明了该调整方法的实用性 .

关 键 词:斜拉桥 索力调整 满意度 满足度

Adjustment of Cable Force for Cable-stayed Bridges
GUAN Wan-yi,HAN Da-jian. Adjustment of Cable Force for Cable-stayed Bridges[J]. Journal of Kunming University of Science and Technology(Natural Science Edition), 2000, 25(1): 125-128
Authors:GUAN Wan-yi  HAN Da-jian
Abstract:The satsfactory content method for the adjustment of cable force in the construction of cable-stayed bridges is proposed in this paper,and how to define the function of satisfactory and content is discussed.The function of satisfactory and content can be defined by engineers on the basis of actual construction condition,therefore the results of the adjustment of cable force that are tallied with reality of engineering are obtained.The practicability of the proposed method has been proved by an example.
Keywords:cable stayed bridges  adjustment of cable force  satisfactory  content
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