基于状态空间理论分析圆柱形拱坝静动力响应
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摘要
本文应用现代控制论中的状态空间理论,引入圆柱形拱坝内应力与位移作为状态变量,根据圆柱形拱坝的控制方程及其混合能量变分原理,推导出状态方程。对静力问题,将指数矩阵函数展成级数来求解;对动力问题,采用状态空间迭代法来求解。由于状态空间法同时可算出各种应力与位移量,因此应力与位移的精度均较高。文中给出圆柱形拱坝动力响应问题的数值算例,所得计算结果与其他方法进行了比较。
By applying the state space theories in the modern control theory,the displacement and the stress in cylindrical arch dam are taken as state variables.According to the control equation of cylindrical arch dam and mixed energy variation principle,the state equation is derived.The exponential matrix function exhibition series was applied to solve the static problem;adopt the state space iterative method was applied to solve dynamic problem.Since state space method can at the same time make various stress and displacement finally to measure,therefore,the precision of stress and displacement is higher.The numerical example of problem to dynamical response of the cylindrical arch dam is given,and results of other methods are compared.
引文
[1]潘家铮.中国拱坝设计技术的发展[J].河海科技进展,1993,13(1):1-7.
    [2]朱伯芳,贾金生,饶斌.拱坝体型优化的数学模型[J].水利学报,1992,(3):1-6.
    [3]余景平,沈鹏程,路观平.重力拱坝的静动力反应分析的图形化技术[J].工程力学,1995,(增刊),1320-1325.
    [4]陈厚群,侯顺载,杨大伟.地震条件下拱坝库水相互作用的试验研究[J].水利学报,1989,(7):29-39.
    [5]唐立民.弹性力学的混合方程和Hamilton正则方程[J].计算结构力学及其应用,1991,8(4):343-350.
    [6]沈小璞,陈荣毅,沈鹏程.基于状态空间理论的结构动力响应解法[J].工程力学,1996,2(增刊):492-496.
    [7]常春馨.现代控制理论基础[M].北京:机械工业出版社,1988.
    [8]R克拉夫,J彭津.结构动力学[M].王光远译.北京:高等教育出版社,2006.
    [9]沈鹏程.多变量样条有限元法[M].北京:科学出版社,1997.
    [10]Craig S Porter,Anil K Chopra.Hydrodynamic Effects in Dynamic Response of Simple Arch Dams[J].Earthquake Engineering and Structural Dynamics,1982,(10):417-431.Analysis of Static and Dynamical Response of the Cylindrical Arch Dam Based on the State Space Theory SHEN Xiao-pu1,2,CHEN Rong-yi3,WANG Jian-guo1(1.School of Civil Engineering,Hefei University of Technology,Hefei 230009,China;2.School of Civil Engineering,Anhui University of Architecture,Hefei 230022,China;

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