子区间法的稳定性和精度
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摘要
子区间法在研究结构动力响应中优势明显,但尚需解决稳定性和精度等问题.文中分析了单步和两步子区间法递推格式的条件稳定性和精度,探讨了其无条件稳定递推格式的构造.在条件稳定区间,精度分析表明,单步和两步子区间法递推格式无周期延长和振幅衰减;对于无条件稳定的递推格式,其计算阻尼很大,无法满足计算精度的要求.
Subinterval method possesses obvious superiority over structural dynamic response analysis,yet its stability and accuracy have not been well solved.This paper analyzes the conditional stability and accuracy analysis of single- and two-step subinterval methods,and discusses the unconditional stable recurrence algorithms.In conditional stable interval,the accuracy analysis shows that there are no period delay and amplitude attenuation in recurrence algorithms of single- and two-step subinterval method,while unconditional stable recurrence algorithms can't satisfy the requirement on calculating accuracy because of its high computational damping.
引文
[1] 丁学成,陈庆文.应用哈密尔顿原理计算动力反应的子区间法[J].地震工程与工程振动,1987,7(1):10—19.DingXuecheng,ChenQingwen.SubintervalmethodfordirectcalculationofresponseofdynamicsystembyusingHamil ton′sprinciple[J].EarthquakeEngineeringandEngineeringVibration,1987,7(1):10—19.
    [2] 曹文衔,丁学成.动力分析的混合元子区间法[J].振动工程学报,1993,6(1):73—78.CaoWenxian,DingXuecheng.Themixedelementsubintervalmethodfordynamicanalysis[J].JournalofVibrationEngineering,1993,6(1):73—78.
    [3] 巴特KJ,威尔逊EL.有限元分析中的数值方法[M].北京:科学出版社,1985.BatheKJ,WilsonEL.NumericalMethodsinFiniteElementAnalysis[M].Beijing:SciencePress,1985.
    [4] 张汝清,殷学纲,董 明.计算结构动力学[M].重庆:重庆大学出版社,1987.ZhangRuqing,YinXuegang,DongMing.ComputationalStructuralDynamics[M].Chongqing:ChongqingUniversityPress,1987.
    [5] 石钟慈.样条有限元[J].计算数学,1979(1):50—72.ShiZhongci.Onsplinefiniteelementmethod[J].MathematicaNumericaSinica,1979(1):50—72.

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