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Optimal design of seismic reinforcement for structures with asymmetric rigidity plans using genetic algorithm

유전자 알고리즘을 이용한 비대칭 강성 구조물의 내진보강 최적설계

  • Received : 2024.04.08
  • Accepted : 2024.06.05
  • Published : 2024.06.15

Abstract

In this study, we propose an optimal design method by applying the Prefabricated Buckling Restrained Brace (PF-BRB) to structures with asymmetrically rigidity plan. As a result of the PF-BRB optimal design of a structure with an asymmetrically rigidity plan, it can be seen that the reduction effect of dynamic response is greater in the case of arrangement considering the asymmetric distribution of stiffness (Asym) than in the case of arrangement in the form of a symmetric distribution (Sym), especially It was confirmed that at an eccentricity rate of 20%, the total amount of reinforced PF-BRBs was also small. As a result of analyzing the dynamic response characteristics according to the change in eccentricity of the asymmetrically rigidity plan, the distribution of the reinforced PF-BRB showed that the larger the eccentricity, the greater the amount of damper distribution around the eccentric position. Additionally, when comparing the analysis models with an eccentricity rate of 20% and an eccentricity rate of 12%, the response reduction ratio of the 20% eccentricity rate was found to be large.

Keywords

Acknowledgement

이 논문은 2024년도 정부(과학기술정보통신부)의 재원으로 한국연구재단 신진연구자 지원 사업 과제(NRF-2020R1C1C1005779)에 의해 수행되었습니다.

References

  1. R. Hejal & A.K. Chopra, "Earthquake Analysis of a Class of Torsionally-Coupled Buildings", Earthquake Engineering & Structural Dynamics, Vol. 18, pp. 305-323, 1989, DOI:https://doi.org/10.1002/eqe.4290180302 
  2. L. Petti & M. De luliis, "Torsional Seismic Response Control of Asymmetric-Plan Systems by Using Viscous Dampers", Journal of Engineering Structures, Vol.30, No.9, pp.1089~1108, 2008, DOI:https://doi.org/10.1016/j.engstruct.2008.05.023 
  3. S.V. Mevada & R.S. Jangid., "Seismic Response of Torsionally Coupled System with Magnetorheological Dampers", Adavances in Civil Engineering, Vol.2012, No.4, pp.1~26, 2012, DOI:https://doi.org/10.1155/2012/381834 
  4. J.J. Aguirre et al, "Optimal Control of Linear and Nonlinear Asymmetric Structures by Means of Passive Energy Dampers", Earthquake Engineering & Structural Dynamic, Vol.42, pp.377-395, 2013, DOI:https://doi.org/10.1002/eqe.2211 
  5. Hong-Nan Li & Xiu-Ling Li, "Experiment and Analysis of Torsional Seismic Responses for Asymmetric Structures with Semi-active Control by MR Dampers", Smart Materials and Structures, Vol.18, No.7, pp.1-10, 2009, DOI:https://doi.org/10.1088/0964-1726/18/7/075007 
  6. Kim, Y. S. & Lee, J. H., "Structural Performance Test according to Initial shape design of PF-BRB", Journal of Korean Association for Spatial Structures, Vol.23 No.4 pp.71~72, 2023 DOI:http://dx.doi.org/10.9712/KASS.2023.23.4.71 
  7. Lee et al, "Optimal Design of Friction Dampers based on the Story Shear Force Distribution of a Building Structure", Journal of the Earthquake Engineering Society of Korea, Vol.9 No.46 pp.21~30, 2005 DOI:https://doi.org/10.5000/EESK.2005.9.6.021 
  8. M. Gen & Cheng, "Genetic Algorithms and Engineering Design", John Wiley & Sons, Inc., 1997, DOI:https://doi.org/10.1002/9780470172254