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Articles

Optimization of base isolation parameters using genetic algorithm

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Pages 1207-1222 | Received 01 Jun 2017, Published online: 24 Nov 2019

References

  • Xu ZD, Guo YF, Wang SA, et al. Optimization analysis on parameters of multi-dimensional earthquake isolation and mitigation device based on genetic algorithm. Nonlinear Dyn. 2013;
  • Bouazizi ML, Ghanmi S, Bouhaddi N. Multi-objective optimization in dynamics of the structures with nonlinear behavior: Contributions of the metamodels. Finite Elem. Anal. Des. 2009;
  • International Frontiers of science and, technology Research A, Hong-Kong Control E, et al. 2013 2nd International Conference on Frontiers of Mechanical Engineering and Materials Engineering, MEME 2013. 2013 2nd Int. Conf. Front. Mech. Eng. Mater. Eng. MEME 2013. 2014.
  • Fallah N, Zamiri G. Multi-objective optimal design of sliding base isolation using genetic algorithm. Sci. Iran. [Internet]. 2013;20:87–96. Available from: http://doi.org/10.1016/j.scient.2012.11.004.
  • Tolani S, Sharma A. Effectiveness of Base Isolation Technique and Influence of Isolator Characteristics on Response of a Base Isolated Building. Am. J. Eng. Res. 2016;
  • Hong Kong Control E, Inform, Science Research A, et al. 2013 3rd International Conference on Mechatronics and Intelligent Materials, MIM 2013. 2013 3rd Int. Conf. Mechatronics Intell. Mater. MIM 2013. 2013.
  • Dexter AR. Advances in characterization of soil structure. Soil Tillage Res. 1988;
  • Behnamfar F, Banizadeh M. Effects of soil-structure interaction on distribution of seismic vulnerability in RC structures. Soil Dyn. Earthq. Eng. 2016;
  • Mosoarca M. Failure analysis of RC shear walls with staggered openings under seismic loads. Eng. Fail. Anal. [Internet]. 2014;41:48–64. Available from: http://doi.org/10.1016/j.engfailanal.2013.07.037.
  • Sáez E, Lopez-Caballero F, Modaressi-Farahmand-Razavi A. Effect of the inelastic dynamic soil-structure interaction on the seismic vulnerability assessment. Struct. Saf. 2011;
  • Soneji BB, Jangid RS. Influence of soil-structure interaction on the response of seismically isolated cable-stayed bridge. Soil Dyn. Earthq. Eng. 2008;
  • Spyrakos CC, Maniatakis CA, Koutromanos IA. Soil-structure interaction effects on base-isolated buildings founded on soil stratum. Eng. Struct. 2009;
  • Galal K, Naimi M. Effect of soil conditions on the response of reinforced concrete tall structures to near-fault earthquakes. Struct. Des. Tall Spec. Build. 2008;
  • Hassan A, Pal S. Effect of soil condition on seismic response of isolated base buildings. Int. J. Adv. Struct. Eng. 2018;10. doi: 10.1007/s40091-018-0195-z
  • Juan C. Rarnallo, Erik A. Johnson, B.E Spencel and MKS. Comparative Evaluation of Base-Isolated and Fixed-Base Buildings Using a Comprehensive Response Index. Eng. Optim. 2008;
  • Lashgari M. Comparative Study of Base-Isolated and Fixed-Base Buildings Using a Damage/Cost Approach. 2014;
  • Sayani PJ, Ryan KL. Evaluating Performance in Seismic Isolated Buildings Using Performance Indexes. Struct. Congr. 2008. 2008;
  • Torunbalci N, Ozpalanlar G. Evaluation of Earthquake Response Analysis Methods for Low-Rise Base Isolated Buildings. 14th World Conf. Earthq. Eng. Beijing, China. 2008;
  • Pourzeynali S, Zarif M. Multi-objective optimization of seismically isolated high-rise building structures using genetic algorithms. J. Sound Vib. 2008;311:1141–1160. doi: 10.1016/j.jsv.2007.10.008
  • Mohebbi M, Dadkhah H, Rasouli Dabbagh H. A genetic algorithm– based design approach for smart base isolation systems. J. Intell. Mater. Syst. Struct. 2018;
  • Pourzeynali S, Salimi S. Robust multi-objective optimization design of active tuned mass damper system to mitigate the vibrations of a high-rise building. Proc. Inst. Mech. Eng. Part C J. Mech. Eng. Sci. 2015;
  • Nigdeli SM, Bekdaş G, Alhan C. Optimization of seismic isolation systems via harmony search. Eng. Optim. 2014;46:1553–1569. doi: 10.1080/0305215X.2013.854352
  • Jangid RS. Optimum damping in a non-linear base isolation system. J. Sound Vib. 1996;
  • Tinker ML, Cutchins MA. Damping phenomena in a wire rope vibration isolation system. J. Sound Vib. 1992;
  • Liu Y, Matsuhisa H, Utsuno H. Semi-active vibration isolation system with variable stiffness and damping control. J. Sound Vib. 2008;
  • Tigli OF. Optimum vibration absorber (tuned mass damper) design for linear damped systems subjected to random loads. J. Sound Vib. 2012;
  • Falsone G, Ferro G. Best performing parameters of linear and nonlinear seismic base-isolator systems obtained by the power flow analysis. Comput. Struct. 2006;84:2291–2305. doi: 10.1016/j.compstruc.2006.08.068
  • Carbonari S, Dezi F, Leoni G. Soil-structure interaction in the seismic response of coupled wall-frame structures on pile foundations. AIP Conf. Proc. 2008.
  • Geem ZW, Kim JH, Loganathan G V. A New Heuristic Optimization Algorithm: Harmony Search. Simulation. 2001;
  • Pan P, Zamfirescu D, Nakashima M, et al. Base-Isolation Design Practice in Japan: Introduction To the Post-Kobe Approach. J. Earthq. Eng. [Internet]. 2005;9:147–171. Available from: http://www.tandfonline.com/doi/full/10.1080/13632460509350537.

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