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Journal of Earthquake Engineering Volume 25, 2021 - Issue 14
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Discussion

Discussion of Paper ‘Improved Explicit Integration Algorithms for Structural Dynamic Analysis with Unconditional Stability and Controllable Numerical Dissipation’ by Chinmoy Kolay & James M. Ricles, Journal of Earthquake Engineering 2017, http://www.tandfonline.com/loi/ueqe20

Shuenn-Yih ChangDepartment of Civil Engineering, National Taipei University of Technology, Taipei, TaiwanCorrespondence[email protected]
,
S. VeerarajanDepartment of Civil Engineering, National Taipei University of Technology, Taipei, Taiwan
&
Tsui-Huang WuDepartment of Civil Engineering, National Taipei University of Technology, Taipei, Taiwan
Pages 2993-3000 | Received 18 Apr 2019, Accepted 22 Aug 2019, Published online: 16 Sep 2019

References

  • Chang, S. Y. 2006. Accurate representation of external force in time history analysis. Journal of Engineering Mechanics, ASCE 132 (1): 34–45. doi:10.1061/(ASCE)0733-9399(2006)132:1(34).
  • Chang, S. Y. 2014. A family of non-iterative integration methods with desired numerical dissipation. International Journal for Numerical Methods in Engineering 100 (1): 62–86. doi:10.1002/nme.4720.
  • Chang, S. Y. 2015. Dissipative, non-iterative integration algorithms with unconditional stability for mildly nonlinear structural dynamics. Nonlinear Dynamics 79 (2): 1625–49. doi:10.1007/s11071-014-1765-7.
  • Chang, S. Y. 2017a. Unusual overshooting in steady-state response for structure-dependent integration methods. Journal of Earthquake Engineering 21 (8): 1220–33. doi:10.1080/13632469.2016.1210062.
  • Chang, S. Y. 2017b. Assessments of dissipative structure-dependent integration methods. Structural Engineering and Mechanics 62 (2): 151–62. doi:10.12989/sem.2017.62.2.151.
  • Chang, S. Y. 2018a. An amplitude growth property and its remedy for structure-dependent integration methods. Computer Methods in Applied Mechanics and Engineering 330: 498–521. doi:10.1016/j.cma.2017.11.012.
  • Chang, S. Y. 2018b. Performances of non-dissipative structure-dependent integration methods. Structural Engineering and Mechanics 65 (1): 91–98.
  • Chang, S. Y. 2019. Choices of structure-dependent pseudo-dynamic algorithms. Journal of Engineering Mechanics, ASCE 145 (5): 04019029. doi:10.1061/(ASCE)EM.1943-7889.0001599.
  • Goudreau, G. L., and R. L. Taylor. 1972. Evaluation of numerical integration methods in elastodynamics. Computer Methods in Applied Mechanics and Engineering 2: 69–97. doi:10.1016/0045-7825(73)90023-6.
  • Hilber, H. M., and T. J. R. Hughes. 1978. Collocation, dissipation, and ‘overshoot’ for time integration schemes in structural dynamics. Earthquake Engineering and Structural Dynamics 6: 99–117. doi:10.1002/(ISSN)1096-9845.
  • Newmark, N. M. 1959. A method of computation for structural dynamics. Journal of Engineering Mechanics Division, ASCE 85: 67–94.

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