Improved Explicit Integration Algorithms with Controllable Numerical Damping for Real-Time Hybrid Simulation
Publication: Journal of Engineering Mechanics
Volume 149, Issue 4
Abstract
The paper proposes an improved single-step method of explicit displacement and velocity (SSMEDV) with controllable numerical damping based on the discrete control theory, which can be applied to real-time hybrid simulation (RTHS). The stability, overshoot, and numerical damping characteristics of the proposed algorithms are studied. It is shown that certain algorithms have unconditional stability for linear and softening nonlinear structures. The overshoot phenomenon is small, where the displacement is one power of the time step due to the initial velocity, whereas the velocity does not. The amount of numerical damping is adjusted by a single parameter to control the divergence of false higher-order modes. The analysis of RTHS was performed on a multiple degrees-of-freedom (MDOF) structure and complex building–damper structure to verify the theoretical analysis. The comparison with two typical algorithms of the explicit Newmark and Gui- demonstrates the effectiveness of the proposed algorithms in improving stability, accuracy, and computational efficiency, which can be applied to complex RTHS.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The authors are grateful for the financial support from the National Natural Science Foundation of China (Project Nos. 51878674 and 52022113) and the Fundamental Scientific Research Expenses of IME, China Earthquake Administration (Project No. 2020EEEVL0403). Any opinions, findings, conclusions, or recommendations expressed in this paper are those of the authors.
References
Chang, S. 2014. “A family of noniterative integration methods with desired numerical dissipation.” Int. J. Numer. Methods Eng. 100 (1): 62–86. https://doi.org/10.1002/nme.4720.
Chen, C., and J. Ricles. 2008. “Development of direct integration algorithms for structural dynamics using discrete control theory.” J. Eng. Mech. 134 (8): 676–683. https://doi.org/10.1061/(ASCE)0733-9399(2008)134:8(676).
Chen, C., and J. Ricles. 2010. “Stability analysis of direct integration algorithms applied to MDOF nonlinear structural dynamics.” J. Eng. Mech. 136 (4): 485–495. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000083.
Chen, C., J. Ricles, T. Marullo, and O. Mercan. 2009. “Real-time hybrid testing using the unconditionally stable explicit CR integration algorithm.” Earthquake Eng. Struct. Dyn. 38 (1): 23–44. https://doi.org/10.1002/eqe.838.
Chopra, A. 2001. Dynamics of structures: Theory and applications to earthquake engineering. 2nd ed. Upper Saddle River, NJ: Prentice Hall.
Enokida, R., D. Stoten, and K. Kajiwara. 2015. “Stability analysis and comparative experimentation for two substructuring schemes, with a pure time delay in the actuation system.” J. Sound Vib. 346 (23): 1–16. https://doi.org/10.1016/j.jsv.2015.02.024.
Feng, Y., Z. X. Guo, and Y. C. Gao. 2018. “An unconditionally stable explicit algorithm for nonlinear structural dynamics.” J. Eng. Mech. 144 (6): 04018034. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001458.
Franklin, G. F., J. D. Powell, and N. Emami. 2002. Feedback control of dynamic systems. Upper Saddle River, NJ: Prentice Hall.
Fu, B., D. C. Feng, and H. Jiang. 2019. “A new family of explicit model-based integration algorithms for structural dynamic analysis.” Int. J. Struct. Stab. Dyn. 19 (6): 1950053. https://doi.org/10.1142/S0219455419500536.
Goudreau, G. L., and R. L. Taylor. 1973. “Evaluation of numerical integration methods in elastodynamics.” Comput. Methods Appl. Mech. Eng. 2 (1): 69–97. https://doi.org/10.1016/0045-7825(73)90023-6.
Gu, Q., D. Zhang, W. Guo, J. Wu, B. Yuan, H. Zhou, and T. Wang. 2021. “An efficient computation method for real-time hybrid testing of vehicle-track-bridge coupling system of high-speed railway.” J. South China Univ. Technol.: Nat. Sci. Ed. 49 (3): 123–130. https://doi.org/10.12141/j.issn.1000-565X.200322.
Gui, Y., J. Wang, F. Jin, C. Chen, and M. Zhou. 2014. “Development of a family of explicit algorithms for structural dynamics with unconditional stability.” Nonlinear Dyn. 77 (4): 1157–1170. https://doi.org/10.1007/s11071-014-1368-3.
Guo, J., Z. Tang, S. Chen, and Z. Li. 2016. “Control strategy for the substructuring testing systems to simulate soil-structure interaction.” Smart Struct. Syst. 18 (6): 1169–1188. https://doi.org/10.12989/sss.2016.18.6.1169.
Guo, W., Z. Zhai, H. Wang, Q. Liu, K. Xu, and Z. Yu. 2019. “Shaking table test and numerical analysis of an asymmetrical twin-tower super high-rise building connected with long-span steel truss.” Struct. Des. Tall Spec. 28 (13): e1630. https://doi.org/10.1002/tal.1630.
Huang, L., C. Chen, M. Chen, and T. Guo. 2022. “Effect of time-varying delay on stability of real-time hybrid simulation with multiple experimental substructures.” J. Earthquake Eng. 26 (1): 357–382. https://doi.org/10.1080/13632469.2019.1688735.
Jiang, H., Y. Ying, B. Wang, and Y. Zhang. 2012. “Experiment on seismic damage behavior of RC shear walls.” Build. Struc. 42 (2): 113–117. https://doi.org/10.19701/j.jzjg.2012.02.023.
Kolay, C., and J. Ricles. 2014. “Development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipation.” Earthquake Eng. Struct. Dyn. 43 (9): 1361–1380. https://doi.org/10.1002/eqe.2401.
Kolay, C., and J. Ricles. 2019. “Improved explicit integration algorithms for structural dynamic analysis with unconditional stability and controllable numerical dissipation.” J. Earthquake Eng. 23 (5): 771–792. https://doi.org/10.1080/13632469.2017.1326423.
Li, N., X. Lu, Z. Zhou, and Z. Li. 2021. “Study on the stability of real-time substructure test considering numerical integration algorithm.” Eng. Mech. 38 (11): 12–22. https://doi.org/10.6052/j.issn.1000-4750.2020.10.0767.
Li, X., A. Ozdagli, S. Dyke, X. Lu, and R. Christenson. 2017. “Development and verification of distributed real-time hybrid simulation methods.” J. Comput. Civ. Eng. 31 (4): 1–14. https://doi.org/10.1061/(ASCE)CP.1943-5487.0000654.
Liang, X., and K. M. Mosalam. 2016. “Lyapunov stability analysis of explicit direct integration algorithms considering strictly positive real lemma.” J. Eng. Mech. 142 (10): 04016079. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001143.
Luo, Y., W. Fu, H. Wan, and Y. Shen. 2022. “Load-effect separation of a large-span prestressed structure based on an enhanced EEMD-ICA methodology.” J. Struct. Eng. 148 (3): 1–15. https://doi.org/10.1061/(ASCE)ST.1943-541X.0003263.
Nakashima, M., H. Kato, and E. Takaoka. 1992. “Development of real-time pseudo dynamic testing.” Earthquake Eng. Struct. Dyn. 21 (1): 79–92. https://doi.org/10.1002/eqe.4290210106.
Newmark, N. 1959. “A method of computation for structural dynamics.” J. Eng. Mech. 85 (3): 67–94. https://doi.org/10.1061/JMCEA3.0000098.
Peng, P. 2016. Development of online hybrid testing: Theory and applications to structural engineering. Beijing: Tsinghua University Press.
Rezaiee-Pajand, M., S. Esfehani, and H. Ehsanmanesh. 2021. “An efficient weighted residual time integration family.” Int. J. Struct. Stab. Dyn. 21 (8): 2150106. https://doi.org/10.1142/S0219455421501066.
Tang, Y., D. Ren, H. Qin, and C. Luo. 2021. “New family of explicit structure-dependent integration algorithms with controllable numerical dispersion.” J. Eng. Mech. 147 (3): 1–18. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001901.
Wang, J., and H. Zhang. 2017. “Seismic performance assessment of blind bolted steel-concrete composite joints based on pseudo-dynamic testing.” Eng. Struct. 131 (11): 192–206. https://doi.org/10.1016/j.engstruct.2016.11.011.
Wu, B., H. Bao, J. Ou, and S. Tian. 2005. “Stability and accuracy analysis of the central difference method for real-time substructure testing.” Earthquake Eng. Struct. Dyn. 34 (7): 705–718. https://doi.org/10.1002/eqe.451.
Wu, B., L. Deng, and X. Yang. 2009. “Stability of central difference method for dynamic real-time substructure testing.” Earthquake Eng. Struct. Dyn. 38 (27): 1649–1663. https://doi.org/10.1002/eqe.927.
Wu, B., G. Xu, Q. Wang, and M. S. Williams. 2006. “Operator-splitting method for real-time substructure testing.” Earthquake Eng. Struct. Dyn. 35 (3): 293–314. https://doi.org/10.1002/eqe.519.
Yang, C., X. Wang, Q. Li, and S. Xiao. 2020. “An improved explicit integration algorithm with controllable numerical dissipation for structural dynamics.” Arch. Appl. Mech. 90 (11): 2413–2431. https://doi.org/10.1007/s00419-020-01729-9.
Yang, C., B. Yang, T. Zhu, and S. Xiao. 2017. “Comparison and assessment of time integration algorithms for nonlinear vibration systems.” J. Cent. South Univ. 24 (5): 1090–1097. https://doi.org/10.1007/s11771-017-3512-y.
Yu, J., X. Meng, B. Yan, B. Xu, Q. Fan, and Y. Xie. 2019. “Global navigation satellite system-based positioning technology for structural health monitoring: A review.” Struct. Control Health Monit. 27 (1): 1545–2255. https://doi.org/10.1002/stc.2467.
Zhou, Y. 2006. Design of structures with viscous dampers. Wuhan, China: Wuhan University of Technology Press.
Zhu, F., J. Wang, F. Jin, F. Chi, and Y. Gui. 2015. “Stability analysis of MDOF real-time dynamic hybrid testing systems using the discrete-time root locus technique.” Earthquake Eng. Struct. Dyn. 44 (2): 221–241. https://doi.org/10.1002/eqe.2467.
Zhu, F., J. Wang, F. Jin, and Y. Gui. 2016. “Comparison of explicit integration algorithms for real-time hybrid simulation.” Bull. Earthquake Eng. 14 (1): 89–114. https://doi.org/10.1007/s10518-015-9816-0.
Zhu, F., J. Wang, F. Jin, and L. Lu. 2019. “Control performance comparison between tuned liquid damper and tuned liquid column damper using real-time hybrid simulation.” Earthquake Eng. Eng. Vib. 18 (3): 695–701. https://doi.org/10.1007/s11803-019-0530-9.
Information & Authors
Information
Published In
Copyright
© 2023 American Society of Civil Engineers.
History
Received: Dec 9, 2021
Accepted: Jul 16, 2022
Published online: Jan 17, 2023
Published in print: Apr 1, 2023
Discussion open until: Jun 17, 2023
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.