Structural Engineering and Mechanics

  • 제75권2호
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  • Pages.175-191
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  • 2020
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Active structural control via metaheuristic algorithms considering soil-structure interaction

  • 투고 : 2019.03.08
  • 심사 : 2020.02.17
  • 발행 : 2020.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this study, multi-story structures are actively controlled using metaheuristic algorithms. The soil conditions such as dense, normal and soft soil are considered under near-fault ground motions consisting of two types of impulsive motions called directivity effect (fault normal component) and the flint step (fault parallel component). In the active tendon-controlled structure, Proportional-Integral-Derivative (PID) type controller optimized by the proposed algorithms was used to achieve a control signal and to produce a corresponding control force. As the novelty of the study, the parameters of PID controller were determined by different metaheuristic algorithms to find the best one for seismic structures. These algorithms are flower pollination algorithm (FPA), teaching learning based optimization (TLBO) and Jaya Algorithm (JA). Furthermore, since the influence of time delay on the structural responses is an important issue for active control systems, it should be considered in the optimization process and time domain analyses. The proposed method was applied for a 15-story structural model and the feasible results were found by limiting the maximum control force for the near-fault records defined in FEMA P-695. Finally, it was determined that the active control using metaheuristic algorithms optimally reduced the structural responses and can be applied for the buildings with the soil-structure interaction (SSI).

키워드

참고문헌

  1. Abdel-Rohman, M. and Leipholz, H.H. (1983), "Active control of tall buildings", J. Struct. Eng. ASCE, 109, 628-645. https://doi.org/10.4203/csets.33.9
  2. Adeli, H. and Jiang, X. (2008), "Neuro-Genetic algorithm for non- linear active control of structures", J. Numeric Methods Eng., 75, 770-786. https://doi.org/10.1002/nme.2274.
  3. Alavinasab, A. and Muharrami, H. (2006), "Active Control of Structures Using Energy-Based LQR Method", Comput. Aid Civil Infrastruct. Eng., 21, 605-611. https://doi.org/10.1111/j.1467-8667.2006.00460.x.
  4. Aldemir, U. and Bakioglu, M. (2001), "A new Numerical Algorithm for Sub-optimal Control of Earthquake Excited Linear Structures", J. Numeric. Methods Eng., 50, 2601-2616. https://doi.org/10.1002/nme.137.
  5. Alli, H. and Yakut, O. (2005), "Fuzzy sliding-mode control of structures, engineering structures", 27, 277-284. https://doi.org/10.1016/j.engstruct.2004.10.007.
  6. Amini, F. and Samani, M.S. (2014), "A Wavelet-Based Adaptive Pole Assignment Method for Structural Control", Comput. Aid Civil Infrastruct. Eng., 29, 464-477. https://doi.org/10.1111/mice.12072.
  7. Arfiadi, Y. and Hadi, M.N.S. (2000), "Passive and Active Control of Three- dimensional Buildings", Earthq. Eng. Struct. Dynam., 29, 377-396. https://doi.org/10.1002/(sici)1096-9845(200003)29:3<377::aid-eqe911>3.0.co;2-c
  8. Bekdas, G., Kayabekir, A.E., Nigdeli, S.M. and Toklu, Y.C. (2019), "Tranfer function amplitude minimization for structures with tuned mass dampers considering soil-structure interaction", Soil Dynam. Earthq. Eng., 116, 552-562. https://doi.org/10.1016/j.soildyn.2018.10.035
  9. Cacciola, P., Espinosa, M.G. and Tombari, A. (2015), "Vibration control of piled-structures through structure-soil-structure-interaction", Soil Dynam. Earthq. Eng., 77, 47-57. https://doi.org/10.1016/j.soildyn.2015.04.006
  10. Chang, C.C., Lin C.C. and Wang, J.F., (2010), "Active control of irregular buildings considering soil-structure interaction effects", Soil Dynam. Earthq. Eng., 30, 98-109. https://doi.org/10.1016/j.soildyn.2009.09.005
  11. Chopra, A.K. and Chintanapakdee, C. (2001), "Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions", Earthq. Eng. Struct. Dynam., 30. https://doi.org/10.1002/eqe.92
  12. Chung, L.L., Lin R.C., Reinhorn, A.M. and Soong, T.T. (1989), "Experimental Study of Active Control for MDOF Seismic Structures", J. Struct. Eng. ASCE, 115, 1609-1627.https://doi.org/10.1061/(asce)0733-9399(1989)115:8(1609)
  13. Chung, L.L., Reinhorn, A.M. and Soong, T.T. (1988), "Experiments on active control of seismic structures", J. Eng. Mech., 114(2), 241-256. https://doi.org/10.1061/(asce)0733-9399(1988)114:2(241).
  14. Cox, K.E. and Ashford, S.A., (2002), "Characterization of Large Velocity Pulses for Laboratory Testing. Report 2002/22", Pacific Earthquake Engineering Research Center, University of California, Berkeley, California, USA.
  15. Datta, T.K., (2003), "A State-of-the-Art Review on Active Control of Structures", ISET J. Earthq. Technol., Paper No. 430, 40(1).
  16. Farshidianfar, A. and Soheili, S., (2013), "ABC optimization of TMD parameters for tall buildings with soil structure interaction", Interaction Multiscale Mech., 6(4), 339-356. https://doi.org/10.12989/imm.2013.6.4.339
  17. FEMA P-695 (2009), Quantification of Building Seismic Performance Factors, Federal Emergency Management Agency, Washington DC., USA.
  18. Ghaboussi, J. and Joghataie, A. (1995), "Active control of structures using neural networks", J. Struct. Eng. ASCE, 115, 2897-2913. https://doi.org/10.1061/(asce)0733-9399(1995)121:4(555)
  19. Ghaffarzadeh, H. and Younespour, A. (2014), "Active tendons control of structures using block pulse functions", Struct. Contorl Health Monitor., 21, 1453-1464. https://doi.org/10.1002/stc.1656
  20. Guclu, R. (2006), "Sliding Mode and PID Control of a Structural System against Earthquake", Math. Comput. Modelling, 44, 210-217. https://doi.org/10.1016/j.mcm.2006.01.014
  21. Guclu R. and Yazici H. (2008), "Vibration control of a structure with ATMD against earthquake using fuzzy Logic controllers", J. Sound Vib., 318, 36-49. https://doi.org/10.1016/j.jsv.2008.03.058.
  22. Liu, M.Y., Chiang, W.L., Hwang, J.H. and Chu, C.R. (2008), "Wind-induced vibration of high-rise building with tuned mass damper including soil- structure interaction", J. Wind Eng. Industrial Aerodynam., https://doi.org/10.1016/j.jweia.2007.06.034.
  23. Makris, N. (1997), "Rigidity-Plasticity-Viscosity: Can electrorheological dampers protect base-isolated structures from near-source ground motions?", Earthq. Eng. Struct. Dynam., 26, 571-591. https://doi.org/10.1002/(sici)1096-9845(199705)26:5<571::aid-eqe658>3.0.co;2-6.
  24. MathWorks Inc. (2015), MATLAB R2015b.Natick, MA, USA.
  25. Nazarimofrad, E. and Zahrai, S.M., (2016), "Seismic control of irregular multistory buildings using active tendons considering soil-structure interaction effect", Soil Dynam. Earthq. Eng. 89, 100-115. https://doi.org/10.1016/j.soildyn.2016.07.005.
  26. Nerves, A.C. and Krishnan, R. (1995), Active control strategies for tall civil structures, Motion Control Systems Research Group, VA 24061-0111. https://doi.org/10.1109/iecon.1995.483859.
  27. Nigdeli, S.M. and Boduroglu, B.H., (2013), "Active Tendon Control of Torsionally Irregular Structures under Near-Fault Ground Motion Excitation", Computer-Aided Civil Infrasstructure Eng., 28, 718-736. https://doi.org/10.1111/mice.12046.
  28. Rao, R.V., Savsani, V.J. and Vakharia, D.P. (2011), "Teaching-learning-based optimization: a novel method for constrained mechanical design optimization problems", Comput. Aided Design, 43(3), 303-315. https://doi.org/10.1016/j.cad.2010.12.015.
  29. Rao, R.V (2016), "Jaya: A simple and new optimization algorithm for solving constrained and unconstrained optimization problems", J. Industrial Eng. Comput., 7(1), 19-34. https://doi.org/10.5267/j.ijiec.2015.8.004.
  30. Samali, B., Yang, J.N. and Liu, S.C, (1985), "Active control of seismic-excited buildings", J. Struct. Eng. ASCE, 111, 2165-2180. https://doi.org/10.1061/(asce)0733-9445(1985)11110(2165).
  31. Sommerville, P.G. (2003), "Magnitude scaling of the near fault rupture directivity pulse", Phys. Earth Planetary Interiors, 137,201-212. https://doi.org/10.1016/s0031-9201(03)00015-3.
  32. Toklu, Y.C. and Arditi, D. (2014), "Smart trusses for space applications", 14th ASCE International Conference on Engineering, Science, Construction and Operations in Challenging Environments, Earth and Space, Engineering for Extreme Environment, St. Louis, Missouri, USA, October.
  33. Yakut, O. and Alli, H., (2011), "Neural based sliding-mode control with moving sliding surface for the seismic isolation of structures", J. Vib. Control, 17, 2103-2116. https://doi.org/10.1177/1077546310395964.
  34. Yang, J.N. and Samali, B. (1983), "Control of tall buildings in along-wind motion", J. Struct. Eng. ASCE, 109, 50-68. https://doi.org/10.1061/(asce)0733-9445(1983)109:1(50).
  35. Yang, X.S. (2010), Engineering Optimization: An Introduction with Metaheuristic Applications, John Wiley and Sons, New Jersey, USA. https://doi.org/10.1002/9780470640425.
  36. Yang, X.S., Karamanoglu, M. and He, X. (2014), "Flower pollination algorithm: A novel approach for multiobjective optimization", Eng. Optimization, 46(9), 1222-1237. https://doi.org/10.1080/0305215x.2013.832237.
  37. Zou, L., Fang, L., Huang, K. and Wang, L. (2012), "Vibration control of soil-structure systems and Pile-Soil-Structure systems", KSCE J. Civil Eng., 16(5), 794-802. https://doi.org/10.1007/s12205-012-1358-2.

피인용 문헌

  1. Smart structural control and analysis for earthquake excited building with evolutionary design vol.79, pp.2, 2020, https://doi.org/10.12989/sem.2021.79.2.131
  2. Design of a Maglev Inertial Actuator with High Mass Power Ratio for Lateral Vibration Control of Propulsion Shafting vol.10, pp.12, 2021, https://doi.org/10.3390/act10120315