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结构动力方程的显式级数积分格式
引用本文:郭泽英,李青宁. 结构动力方程的显式级数积分格式[J]. 地震工程与工程振动, 2009, 29(4)
作者姓名:郭泽英  李青宁
作者单位:山西师范大学,工程学院,山西,临汾,041004;西安建筑科技大学,土木工程学院,陕西,西安,710055;西安建筑科技大学,土木工程学院,陕西,西安,710055
基金项目:国家自然科学基金项目,山西师范大学自然科学基金课题 
摘    要:将Newmark-β法中常平均加速度法的基本假定与精细指数算法结合,根据指数矩阵的Taylor级数展开式,提出了动力方程的显式级数解,并设计了相应的时程积分算法.该算法的精度可根据Taylor级数展开式的项数进行灵活控制.算例的结果表明:在满足稳定性条件的前提下,随着时间步长的增加,其精度优于传统的时程积分法.通过稳定性的分析,指出其稳定性条件是显然满足的.

关 键 词:结构动力方程  常平均加速度法  精细算法  Taylor级数  稳定性

Explicit integral method with Taylor series for structural dynamic equation
GUO Zeying,LI Qingning. Explicit integral method with Taylor series for structural dynamic equation[J]. Earthquake Engineering and Engineering Vibration, 2009, 29(4)
Authors:GUO Zeying  LI Qingning
Affiliation:GUO Zeying1,2,LI Qingning2(1.School of Engineering,Shanxi Normal University,Linfen 041004,China,2.School of Civil Engineering,Xi'an University of Architecture , Technology,Xi'an 710055,China)
Abstract:Combining the precise exponential matrix calculation with the basic assumptions of constant average acceleration method of the Newmark family,explicit integral method with Taylor series and its algorithm are put forward.The accuracy of the algorithm can be controlled by choosing the number of Taylor series expansion.Results of the example show that the accuracy of the algorithm is better than that of traditional scheme with the increase of time step depending on the stable conditions.The analysis of stabili...
Keywords:structural dynamic equation  constant average acceleration method  precise exponential matrix calculation  Taylor series  stability  
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