Closure to “Elimination of Overshoot in Forced Vibration Responses for Chang Explicit Family Method” by Shuenn-Yih Chang
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References
Belytschko, T., and T. J. R. Hughes. 1983. Computational methods for transient analysis. Amsterdam, Netherlands: North-Holland.
Chang, S.-Y. 2002. “Explicit pseudodynamic algorithm with unconditional stability.” J. Eng. Mech. 128 (9): 935–947. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:9(935).
Chang, S.-Y. 2007. “Improved explicit method for structural dynamics.” J. Eng. Mech. 133 (7): 748–760. https://doi.org/10.1061/(ASCE)0733-9399(2007)133:7(748).
Chang, S.-Y. 2009. “An explicit method with improved stability property.” Int. J. Numer. Method Eng. 77 (8): 1100–1120. https://doi.org/10.1002/nme.2452.
Chang, S.-Y. 2010. “A new family of explicit method for linear structural dynamics.” Comput. Struct. 88 (11–12): 755–772. https://doi.org/10.1016/j.compstruc.2010.03.002.
Chang, S.-Y. 2014. “A family of non-iterative integration methods with desired numerical dissipation.” Int. J. Numer. Methods Eng. 100 (1): 62–86. https://doi.org/10.1002/nme.4720.
Har, J., and K. K. Tamma. 2012. Advances in computational dynamics of particles, materials and structures. West Sussex, UK: Wiley.
Hughes, T. J. R. 1987. The finite element method. Englewood Cliffs, NJ: Prentice Hall.
Newmark, N. M. 1959. “A method of computation for structural dynamics.” J. Eng. Mech. Div. 85 (3): 67–94.
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Published In
Journal of Engineering Mechanics
Volume 145 • Issue 11 • November 2019
Copyright
©2019 American Society of Civil Engineers.
History
Received: Sep 23, 2018
Accepted: Apr 3, 2019
Published online: Aug 28, 2019
Published in print: Nov 1, 2019
Discussion open until: Jan 28, 2020
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