RETRACTED ARTICLE: An Implicit Unconditionally Stable Integration Method for Nonlinear Structural Dynamics and Earthquake Engineering Problems
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-022-0101-x.pdf
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2. Bathe KJ (1996) Finite element procedures. Prentice-Hall, Englewood Cliffs, NJ, USA
3. Bathe KJ, Wilson EL (1972) Stability and accuracy analysis of direct integration methods. Earthquake Engineering and Structural Dynamics 1(3):283–291, DOI: https://doi.org/10.1002/eqe.4290010308
4. Chang SY (2002) Explicit pseudodynamic algorithm with unconditional stability. Journal of Engineering Mechanics 128(9):935–947, DOI: https://doi.org/10.1061/(ASCE)0733-9399(2002)128:9(935)
5. Chang SY (2007) Improved explicit method for structural dynamics. Journal of Engineering Mechanics 133(7):748–760, DOI: https://doi.org/10.1061/(ASCE)0733-9399(2007)133:7(748)
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1. Retraction Note: An Implicit Unconditionally Stable Integration Method for Nonlinear Structural Dynamics and Earthquake Engineering Problems;KSCE Journal of Civil Engineering;2022-12-10
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