带分支变截面平面刚架静力分析的传递矩阵法

刘庆潭

doi:10.6052/1000-0879-1999-097

刘庆潭. 带分支变截面平面刚架静力分析的传递矩阵法[J]. 力学与实践, 1999, 21(3): 24-26. DOI: 10.6052/1000-0879-1999-097

引用本文:

刘庆潭. 带分支变截面平面刚架静力分析的传递矩阵法[J]. 力学与实践, 1999, 21(3): 24-26. DOI: 10.6052/1000-0879-1999-097

?. THE TRANSFER MATRIX METHOD FOR THE STATICS ANALYSIS OF PLANE FRAME WITH VARIABLE SECTION AND BRANCH[J]. MECHANICS IN ENGINEERING, 1999, 21(3): 24-26. DOI: 10.6052/1000-0879-1999-097

Citation:

?. THE TRANSFER MATRIX METHOD FOR THE STATICS ANALYSIS OF PLANE FRAME WITH VARIABLE SECTION AND BRANCH[J]. MECHANICS IN ENGINEERING, 1999, 21(3): 24-26. DOI: 10.6052/1000-0879-1999-097

带分支变截面平面刚架静力分析的传递矩阵法

刘庆潭

THE TRANSFER MATRIX METHOD FOR THE STATICS ANALYSIS OF PLANE FRAME WITH VARIABLE SECTION AND BRANCH

?

摘要

摘要: 介绍具有分支结构的变截面刚架在进行静力分析时的传递矩阵法．实例计算证明了该方法具有精确度高、简便易行的优点，适于工程技术人员在微机上应用．

Abstract: The transfer matrix method for the statics analysis of plane frame with variable section andbranch is introduced. Through actual calculations,the method proves to be accurate, simple, practical,and may be used in microcomputer by engineers andtechnicians.

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