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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

Postal Subscription Code 80-968

2018 Impact Factor: 1.272

Front. Struct. Civ. Eng.    2010, Vol. 4 Issue (3) : 302-310    https://doi.org/10.1007/s11709-010-0026-1
Research articles
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;
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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.
Keywords polynomial acceleration method      convergence      stability      square acceleration method      
Issue Date: 05 September 2010
 Cite this article:   
Changqing LI,Menglin LOU. A new type of quadratic acceleration method[J]. Front. Struct. Civ. Eng., 2010, 4(3): 302-310.
 URL:  
https://academic.hep.com.cn/fsce/EN/10.1007/s11709-010-0026-1
https://academic.hep.com.cn/fsce/EN/Y2010/V4/I3/302
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