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大型渡槽有限条法动力建模研究
引用本文:王博,寇磊,徐建国,陈淮.大型渡槽有限条法动力建模研究[J].世界地震工程,2007,23(1):73-79.
作者姓名:王博  寇磊  徐建国  陈淮
作者单位:郑州大学,环境与水利学院,河南,郑州,450002
基金项目:河南省高校杰出科研创新人才工程项目;河南省自然科学基金
摘    要:根据渡槽结构特点,采用有限条划分渡槽槽身,推导出渡槽槽身结构的单元刚度矩阵、相容质量矩阵的显式表达式;渡槽支架采用空间梁单元模拟;联接槽身和支架的盆式橡胶支座采用弹性元件单元模拟。编程程序具体计算了某大型渡槽的模态,并用ANSYS对大型渡槽进行模态分析,计算结果表明:该模型计算的渡槽结构的固有频率和ANSYS计算结果接近。模型可用于大型渡槽的动力分析。

关 键 词:有限条  大型渡槽  动力分析  模型
文章编号:1007-6069(2007)01-0073-07
修稿时间:2006-09-23

Finite strip dynamic modeling of large aqueducts
WANG Bo,KOU Lei,XU Jian-guo,CHEN Huai.Finite strip dynamic modeling of large aqueducts[J].World Information On Earthquake Engineering,2007,23(1):73-79.
Authors:WANG Bo  KOU Lei  XU Jian-guo  CHEN Huai
Institution:School of Environment and Water conservancy, Zhengzhou University, Zhengzhou 450002, China
Abstract:Based on structural characteristic of aqueduct, the aqueduct body is discretized into finite strips, and then explicit formulae of element stiffness and mass matrix of the aqueduct body are derived. The brace of aqueducts is simulated by using beam elements. The rubber supports with basin shape linking the brace and the aqueduct body are simulated by using spring elements. By compiling Matlab program, the modes and the vibration frequencies of a large-scale aqueduct are examined. The computation results with Matlab are good, compared with ANSYS software,. The model is practical for dynamic analysis of the large-scale aqueducts.
Keywords:finite strip  large-scale aqueduct  dynamic analysis  model
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