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 .
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.
出处
《昆明理工大学学报（理工版）》
CAS
2000年第1期125-128,共4页
Journal of Kunming University of Science and Technology(Natural Science Edition)
基金
广东省自然科学基金!(项目编号 :96 0 2 2 3)
关键词
斜拉桥
索力调整
满意度
满足度
cable stayed bridges
adjustment of cable force
satisfactory
content
