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Development of hybrid performance‑based optimization algorithm for structures equipped with vibration damper devices

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Języki publikacji
EN
Abstrakty
EN
Nowadays, various types of vibration damping systems are being implemented in different buildings to diminish seismic effects on structures. However, engineers are faced with the challenging task of developing an optimum design for structures utilizing a proper type of damping device based on new techniques such as the performance-based design method. Therefore, this research was aimed at developing a multi-objective optimization algorithm by hybridizing the particle swarm optimization (PSO) and gravitational search algorithm (GSA) to obtain an optimum design for structures equipped with vibration damper devices based on the performance-based design method. Then, the developed hybrid algorithm (PSOGSA) would be capable of optimizing the damping system simultaneously with the optimized details of the structural sections, including the steel rebars, by satisfying all the design criteria. For this purpose, a special process for the design of structures equipped with vibration damper devices according to the performance-based design method was developed by considering of a wide range of vibration damping systems. The proposed PSOGSA optimization framework was then implemented to design a 12-storey reinforced concrete structure equipped with different types of dampers to minimize the structural weight while satisfying all the prescribed performance-based design acceptance criteria. The results indicated that the proposed optimization method was able to successfully optimize the details of the structural members as well as the type and properties of the damper, which significantly improved the structural response in terms of the formation of plastic hinges and the structural movements.
Rocznik
Strony
art. no. e123, 2023
Opis fizyczny
Bibliogr. 29 poz., rys., tab., wykr.
Twórcy
  • Department of Civil Engineering, University Putra Malaysia, Seri Kembangan, Malaysia
  • Faculty of Environment and Technology, The University of The West England, Bristol, UK
Bibliografia
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  • 5. Zareie S, Issa AS, Seethaler RJ, Zabihollah A. Recent advances in the applications of shape memory alloys in civil infrastructures: a review. In: structures. Amsterdam: Elsevier; 2020. p. 1535-50.
  • 6. Cha Y-J, Agrawal AK, Phillips BM, Spencer BF. Direct performance-based design with 200kN MR dampers using multiobjective cost effective optimization for steel MRFs. Eng Struct. 2014;71:60-72.
  • 7. Cha Y-J, Bai J-W. Seismic fragility estimates of a moment-resisting frame building controlled by MR dampers using performance-based design. Eng Struct. 2016;116:192-202.
  • 8. Garcia VJ, Duque EP, Inaudi JA, Marquez CO, Mera JD, Rios AC. Pendulum tuned mass damper: optimization and performance assessment in structures with elastoplastic behavior. Heliyon. 2021;7(6): e07221.
  • 9. Xian J, Su C. Stochastic optimization of uncertain viscous dampers for energy-dissipation structures under random seismic excitations. Mechanical Systems and Signal Processing, 164, 108208. 20. Minimum design loads for buildings and other structures. Minimum Design Loads for Buildings and Other Structures, 1998, 2022.
  • 10. Moghaddam H, Hajirasouliha I. Toward more rational criteria for determination of design earthquake forces. Int J Solids Struct. 2006;43(9):2631-45.
  • 11. Moghaddam H, Hajirasouliha I. Optimum strength distribution for seismic design of tall buildings. Struct Des Tall Spec Build. 2008;17(2):331-49.
  • 12. Hajirasouliha I, Doostan A. A simplified model for seismic response prediction of concentrically braced frames. Adv Eng Softw. 2010;41(3):497-505.
  • 13. Hajirasouliha I, Pilakoutas K. General seismic load distribution for optimum performance-based design of shear-buildings. J Earthq Eng. 2012;16(4):443-62.
  • 14. Nabid N, Hajirasouliha I, Petkovski M. Performance-based optimisation of RC frames with friction wall dampers using a low-cost optimisation method. Bull Earthq Eng. 2018;16(10):5017-40.
  • 15. NEHRP Guidelines for the Seismic Rehabilitation of Buildings (FEMA 273), and NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings (FEMA 274), (ATC 33), 1997.
  • 16. Sahoo DR, Chao S-H. Performance-based plastic design method for buckling-restrained braced frames. Eng Struct. 2010;32(9):2950-8.
  • 17. Gaxiola-Camacho JR, Azizsoltani H, Villegas-Mercado FJ, Haldar A. A novel reliability technique for implementation of performance-based seismic design of structures. Eng Struct. 2017;142:137-47.
  • 18. Giannakouras P, Zeris C. Seismic performance of irregular RC frames designed according to the DDBD approach. Eng Struct. 2019;182:427-45.
  • 19. Zhang C, Tian Y. Simplified performance-based optimal seismic design of reinforced concrete frame buildings. Eng Struct. 2019;185:15-25.
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  • 21. ACI 318-14. Building code requirements for structural concrete and commentary, 2014.
  • 22. Mirjalili S, Hashim SZM. A new hybrid PSOGSA algorithm for function optimization. In 2010 International Conference on Computer and Information Application 2010.
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  • 24. Rashedi E, Nezamabadi-pour H, Saryazdi S. GSA: a gravitational search algorithm. Inf Sci. 2009;179(13):2232-48.
  • 25. Adachi F, Yoshitomi S, Tsuji M, Takewaki I. Nonlinear optimal oil damper design in seismically controlled multi-story building frame. Soil Dyn Earthq Eng. 2013;44:1-13.
  • 26. Hong SR, Wereley NM, Choi YT, Choi SB. Analytical and experimental validation of a nondimensional Bingham model for mixed-mode magnetorheological dampers. J Sound Vib. 2008;312(3):399-417.
  • 27. Min K-W, Seong J-Y, Kim J. Simple design procedure of a friction damper for reducing seismic responses of a single-story structure. Eng Struct. 2010;32(11):3539-47.
  • 28. Miyazaki M, Kitada Y, Arima F, Hristov I. 1986;1882-91.
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Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d50d9642-7c9f-477c-b170-beeedffe4eb0
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