Pulse extraction of pulse-like ground motions based on particle swarm optimization algorithm

Document Type : Article

Authors

1 Department of Civil Engineering, Faculty of Engineering, University of Qom, Qom, Iran.

2 Department of Civil Engineering, Faculty of Engineering, University of Qom, Qom, Iran

Abstract

Considering the devastating effects of near-fault earthquakes, seismologists and engineers have, qualitatively and quantitatively, represented the strong velocity pulse of near-fault ground motions using models including physical parameters associated with the wave propagation process. In some mathematical models, the derivation of physical parameters is required to fit time history and response spectrum of the simulated record to the actual record through trial and error process, which limits the scope of these models. In the current study, the particle swarm optimization (PSO) algorithm is replaced with the trial and error procedure. In this way, an automatic and quantitative process with the minimal judgment of the analyst is prepared to extract a wide range of pulselike records. Then, the proposed approach is applied to simulate and represent mathematically a set of 91 pulselike records from the Next Generation Attenuation (NGA) project ground motion library. The obtained results show that a velocity pulse of each pulselike record could be extracted using the proposed approach, and it can therefore be considered as a powerful tool in pulse parametric studies and the relationship between velocity pulse and structure’s response.

Keywords

Main Subjects


References:
1. Bertero, V.V., Mahin, S.A., and Herrera, R.A. "Aseismic design implications of near-fault San Fernando earthquake records", Earthquake Engineering and Structural Dynamics, 6(1), pp. 31-42 (1978).
2. Anderson, J.C. and Bertero, V.V. "Uncertainties in establishing design earthquakes", Journal of Structural Engineering, 113(8), pp. 1709-1724 (1987).
3. Hall, J.F., Heaton, T.H., Halling, M.W., and Wald, D.J. "Near-source ground motion and its effects on flexible buildings", Earthquake Spectra, 11(4), pp. 569-605 (1995).
4. Iwan, W.D. "Drift spectrum: Measure of demand for earthquake ground motions", Journal of Structural Engineering, 123(4), pp. 397-404 (1997).
5. Alavi, B. and Krawinkler, H., Effects of Near-Fault Ground Motions on Frame Structures, John A. Blume Earthquake Engineering Center Stanford (2001).
6. Menun, C. and Fu, Q. "An analytical model for near-fault ground motions and the response of SDOF systems", Proceedings of 7th US National Conference on Earthquake Engineering, Boston, Massachusetts, pp. 21-25 (2002).
7. Makris, N. and Black, C.J. Dimensional Analysis of Inelastic Structures Subjected to Near Fault Ground Motions, Earthquake Engineering Research Center, University of California (2003).
8. Akkar, S., Yazgan, U., and Gulkan, P. "Drift estimates in frame buildings subjected to near-fault ground motions", Journal of Structural Engineering, 131(7), pp. 1014-1024 (2005).
9. Luco, N. and Cornell, C.A. "Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions", Earthquake Spectra, 23(2), pp. 357-392 (2007).
10. Xie, L., Xu, L., and Adrian, R.M. "Representation of near-fault pulse-type ground motions", Earthquake Engineering and Engineering Vibration, 4(2), pp. 191- 199 (2005).
11. Zhai, C., Li, S., Xie, L., and Sun, Y. "Study on inelastic displacement ratio spectra for near-fault pulsetype ground motions", Earthquake Engineering and Engineering Vibration, 6(4), pp. 351-355 (2007).
12. Ribakov, Y. "Reduction of structural response to nearfault earthquakes by seismic isolation columns and variable friction dampers", Earthquake Engineering and Engineering Vibration, 9(1), pp. 113-122 (2010).
13. Yaghmaei-Sabegh, S. "Detection of pulse-like ground motions based on continues wavelet transform", Journal of Seismology, 14(4), pp. 715-726 (2010).
14. Alonso-Rodriguez, A. and Miranda, E. "Assessment of building behavior under near-fault pulse-like ground motions through simplified models", Soil Dynamics and Earthquake Engineering, 79, pp. 47-58 (2015).
15. Zhao, W.S. and Chen, W.Z. "Effect of near-fault ground motions with long-period pulses on the tunnel", Journal of Vibroengineering, 17(2), pp. 841-858 (2015).
16. Alhan, C. and Oncu-Davas, S. "Performance limits of seismically isolated buildings under near-field earthquakes", Engineering Structures, 116, pp. 83-94 (2016).
17. Alhan, C., Gazi, H., and Kurtulus, H. "Significance of stiffening of high damping rubber bearings on the response of base-isolated buildings under nearfault earthquakes", Mechanical Systems and Signal Processing, 79, pp. 297-313 (2016).
18. Chen, Z., Chen, W., Li, Y., and Yuan, Y. "Shaking table test of a multi-story subway station under pulselike ground motions", Soil Dynamics and Earthquake Engineering, 82, pp. 111-122 (2016).
19. Yazdani, Y. and Alembagheri, M. "Effects of base and lift joints on the dynamic response of concrete gravity dams to pulse-like excitations", Journal of Earthquake Engineering, 21(5), pp. 840-860 (2017).
20. Zhao, G.C., Xu, L., and Xie, L. "Study on lowfrequency characterizations of pulse-type ground motions through multi-resolution analysis", Journal of Earthquake Engineering, 20(6), pp. 1011-1033 (2016).
21. Baker, J.W. "Quantitative classification of near-fault ground motions using wavelet analysis", Bulletin of the Seismological Society of America, 97(5), pp. 1486-1501 (2007).
22. Mavroeidis, G.P. and Papageorgiou, A.S. "A mathematical representation of near-fault ground motions", Bulletin of the Seismological Society of America, 93(3), pp. 1099-1131 (2003).
23. Hoseini-Vaez, S.R., Sharbatdar, M.K., Ghodrati-Amiri, G., Naderpour, H., and Kheyroddin, A. "Dominant pulse simulation of near fault ground motions", Earthquake Engineering and Engineering Vibration, 12(2), pp. 267-278 (2013).
24. Mimoglou, P., Psycharis, I.N., and Taflampas, I.M. "Determination of the parameters of the directivity pulse embedded in near-fault ground motions and its effect on structural response", In Computational Methods in Earthquake Engineering, pp. 27-48 (2017).
25. Kaveh, A., Hoseini Vaez, S.R., and Hosseini, P. "MATLAB code for an enhanced vibrating particles system algorithm", International Journal of Optimization in Civil Engineering, 8(3), pp. 401-414 (2018).
26. Kaveh, A., Hoseini Vaez, S.R., and Hosseini, P. "Modified dolphin monitoring operator for weight optimization of frame structures", Periodica Polytechnica Civil Engineering, 61(4), pp. 770-779 (2017).
27. Hoseini Vaez, S.R. and Sarvdalir, S. "Reliabilitybased optimization of one-bay 2-D steel frame", KSCE Journal of Civil Engineering, 22(7), pp. 2433-2440 (2018).
28. Kaveh, A., Hoseini Vaez, S.R., and Hosseini, P. "Enhanced vibrating particles system algorithm for damage identification of truss structures", Scientia Iranica, 26(1), pp. 246-256 (2019).
29. Hoseini Vaez, S.R. and Fallah, N. "Damage detection of thin plates using GA-PSO algorithm based on modal data", Arabian Journal for Science and Engineering, 42(3), pp. 1251-1263 (2017).
30. Kaveh, A., Hoseini Vaez, S.R., Hosseini, P., and Fallah, N. "Detection of damage in truss structures using simplified dolphin echolocation algorithm based on modal data", Smart Structures and Systems, 18(5), pp. 983-1004 (2016).
31. Shi, Y. and Eberhart, R. "A modified particle swarm optimizer", Proceedings of the 1998 IEEE International Conference on Evolutionary Computation, pp. 69-73 (1998).
32. Eberhart, R. and Kennedy, J. "A new optimizer using particle swarm theory", Proceedings of the Sixth International Symposium on Micro Machine and Human Science Nagoya, Japan, pp. 39-43 (1995).
33. Kennedy, J. and Eberhart, R. "Particle swarm optimization",  Proceedings of the IEEE International Conference on Neural Networks Piscataway, pp. 1942- 1948 (1995).
34. Bazaraa, M.S., Sherali, H.D., and Shetty, C.M. "Nonlinear programming: Theory and algorithms", John Wiley & Sons, Canada, USA (2013).
35. Coello, C.A.C. "Theoretical and numerical constrainthandling techniques used with evolutionary algorithms: A survey of the state of the art", Computer Methods in Applied Mechanics and Engineering, 191(11), pp. 1245-1287 (2002).
36. McFadden, P.D., Cook, J.G., and Forster, L.M. "Decomposition of gear vibration signals by the generalised S transform", Mechanical Systems and Signal Processing, 13(5), pp. 691-707 (1999).
37. Trifunac, M.D. "Energy of strong motion at earthquake source", Soil Dynamics and Earthquake Engineering, 28(1), pp. 1-6 (2008).
38. Todorovska, M.I., Meidani, H., and Trifunac, M.D. "Wavelet approximation of earthquake strong ground motion-goodness of fit for a database in terms of predicting nonlinear structural response", Soil Dynamics and Earthquake Engineering, 29(4), pp. 742-751 (2009).
Volume 27, Issue 1
Transactions on Civil Engineering (A)
January and February 2020
Pages 134-158
  • Receive Date: 18 November 2017
  • Revise Date: 09 January 2018
  • Accept Date: 18 June 2018