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基于余弦法的一类超静定杆结构节点位移计算
引用本文:姚顺忠,董军,王庆,李玮,李敏,孔祥刚. 基于余弦法的一类超静定杆结构节点位移计算[J]. 西南林学院学报, 2004, 24(2): 47-50
作者姓名:姚顺忠  董军  王庆  李玮  李敏  孔祥刚
作者单位:1. 西南林学院,交通机械与土木工程学院,云南,昆明,650224
2. 西南林学院,基建处,云南,昆明,650024
基金项目:西南林学院院级重点课程建设项目资助.
摘    要:针对超静定杆结构节点位移的计算,引入了一类余弦函数解析法,进行分析和讨论,并与常规的能量法、位移图解法相比较,结果得出:此法具有数据结果准确,简明直观等优点。

关 键 词:余弦法 超静定杆结构 节点位移 计算 余弦函数解析法
文章编号:1003-7179(2004)02-0047-04

A Joint Displacement Calculation of Indeterminate Bar Based on the Method of Cosine Function
YAO Shun-zhong,DONG Jun,WANG Qing,LI Wei,LI Min,KONG Xiang-gang. A Joint Displacement Calculation of Indeterminate Bar Based on the Method of Cosine Function[J]. Journal of Southwest Forestry College, 2004, 24(2): 47-50
Authors:YAO Shun-zhong  DONG Jun  WANG Qing  LI Wei  LI Min  KONG Xiang-gang
Affiliation:YAO Shun-zhong~1,DONG Jun~1,WANG Qing~2,LI Wei~1,LI Min~1,KONG Xiang-gang~1
Abstract:A joint displacement calculation method of indeterminate bar with cosine function was discussed in comparison with ordinary energy method and graphic method. It was showed that the cosine function analytical method had advantages that the method was more concise and object and it produced more accurate calculation results. The method can be applied to some typical calculation of engineering structure.
Keywords:indeterminate bar  joint displacement calculation  cosine function analytical method
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