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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Front. Struct. Civ. Eng.  2010, Vol. 4 Issue (3): 302-310   https://doi.org/10.1007/s11709-010-0026-1
  Research articles 本期目录
A new type of quadratic acceleration method
A new type of quadratic acceleration method
Changqing LI,Menglin LOU,
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;
 全文: PDF(566 KB)  
Abstract:The polynomial acceleration method for time history analysis is presented, in which accelerations between several equal neighboring time steps were assumed to be a polynomial function of time interval. With a higher order polynomial used, a higher accuracy can be obtained, but the stability field of the method becomes narrower. When stability field and computational accuracy are taken into account at the same time, the quadratic acceleration method is superior to linear and cubic acceleration methods in choosing the maximum acceptable time step size. It is also shown that the quadratic acceleration method has desirable arithmetic damp, amplitude decay rate and period elongation rate, though its conditional stability restricts its application in stiff structures.
Key wordspolynomial acceleration method    convergence    stability    square acceleration method
出版日期: 2010-09-05
 引用本文:   
. A new type of quadratic acceleration method[J]. Front. Struct. Civ. Eng., 2010, 4(3): 302-310.
Changqing LI, Menglin LOU, . A new type of quadratic acceleration method. Front. Struct. Civ. Eng., 2010, 4(3): 302-310.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-010-0026-1
https://academic.hep.com.cn/fsce/CN/Y2010/V4/I3/302
Newmark N M. A method of computation for structural dynamics. Journal of the Engineering Mechanics Division, 1959, 85: 69–94
Bathe K J, Wilson E L. Stability and accuracy analysis of direct integration methods. Earthquake Engineering & Structural Dynamics, 1972, 1(3): 283–291

doi: 10.1002/eqe.4290010308
Chun Sunhuan. On solving non-linear structural dynamic differentialequations-a direct integral method of second order approximate acceleration. Journal of Dalian University of Technology, 1994, 34(2): 131–136 (in Chinese)
Zhong Wanxie. Precise computation for transient analysis. Journal of Dalian University of Technology, 1995, 12(1): 1–6 (in Chinese)
Li Changqing, Lou Menglin. Anslysis of the stablization field of linear acceleration method in time history. Protective Engineering, 2008, 30(2): 35–38 (in Chinese)
Lin Jiahao. Computational Structural Dynamics. Beijing: Higher Education Press, 1989 (in Chinese)
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