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周边缝拱坝应力的弹性有限条元分析
引用本文:邱树艺.周边缝拱坝应力的弹性有限条元分析[J].福州大学学报(自然科学版),1989(1):82-88.
作者姓名:邱树艺
作者单位:福州大学土建系
摘    要:本文应用壳体理论和有限条元法解周边缝拱坝的坝体变位与应力,导得坝体条元的刚度矩阵及等效结线荷载,编制了计算机程序和计算实例。

关 键 词:周边缝拱坝  壳体有限条元

Analysis of Stress of Peripheral Joint Arch Dam by Elastic Finite Strip Element Method
Qiu Shuyi.Analysis of Stress of Peripheral Joint Arch Dam by Elastic Finite Strip Element Method[J].Journal of Fuzhou University(Natural Science Edition),1989(1):82-88.
Authors:Qiu Shuyi
Institution:Department of Civil and Architectural Engineering
Abstract:This paper studies the displacement and stress of peripheral joint arch dam, which is based on the theory of shell and the uses of elastic strip element, from which The stiffness matrix of elastic finite strip element and load matrix of equivalent joint line load of arch dam are derived.The computer FORTRAN program and calculation examples are worked out hy the above mentioned method.
Keywords:peripheral joint arch dam  shelly finite strip element
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