The stability and accuracy of two families of time integration algorithms are investigated in this study. The paper has three intended goals. The first one is to find the precise properties of the implicit higher-order accuracy methods. The capabilities of the family members are found both by analytical and numerical procedures. The second goal is to find the well-defined characteristics of the predictor–corrector methods. For application purposes, the best order of each family is introduced by this investigation. Numerical results show that the stability properties of the implicit high-order accuracy and predictor–corrector methods are approximately the same. As a third goal, a modified dynamic relaxation method is also developed for non-linear dynamic analyses. This is a robust scheme that uses less memory and requires less computational effort, in comparison with the previous version of dynamic relaxation method.
Article navigation
September 2012
Research Article|
September 01 2012
Stability and accuracy of non-linear dynamic analysis using time integration algorithms
Mohammad Rezaiee-Pajand;
Mohammad Rezaiee-Pajand
Professor
Department of Civil Engineering, Ferdowsi University of Mashhad, Mashhad, Iran
Search for other works by this author on:
Seyyed Reza Sarafrazi
Seyyed Reza Sarafrazi
PhD Student
Department of Civil Engineering, Ferdowsi University of Mashhad, Mashhad, Iran
Search for other works by this author on:
Publisher: Emerald Publishing
Revision Received:
September 05 2009
Accepted:
March 14 2012
Online ISSN: 1751-7702
Print ISSN: 0965-0911
ICE Publishing: All rights reserved
2012
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2012) 165 (8): 455–471.
Article history
Revision Received:
September 05 2009
Accepted:
March 14 2012
Citation
Rezaiee-Pajand M, Sarafrazi SR (2012), "Stability and accuracy of non-linear dynamic analysis using time integration algorithms". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 165 No. 8 pp. 455–471, doi: https://doi.org/10.1680/stbu.9.00072
Download citation file:
New and popular articles
Suggested Reading
Maximum dynamic stress on bridges traversed by moving loads
Proceedings of the Institution of Civil Engineers - Bridge Engineering (June,2009)
Effect of boundary conditions on dynamic behaviour of bridges
Proceedings of the Institution of Civil Engineers - Structures and Buildings (July,2015)
Elasto-plastic unsaturated soil subject to impact
Geotechnique (September,1989)
Full-scale test on emergency pavement repair under aeroplane loading
Proceedings of the Institution of Civil Engineers - Transport (February,2022)
Effects of lateral constraints and inertia on stress wave propagation in dry soil columns
Geotechnique (August,1998)
Related Chapters
Tunnelling
The Essence of Geotechnical Engineering: 60 years of Géotechnique
Analysis of progressive failure and cracking in old British dams
Selected papers on geotechnical engineering by P R Vaughan
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
