Optimum design of tuned mass dampers using multi-objective cuckoo search for buildings under seismic excitations

This study focuses on the problem of optimum selection of tuned mass dampers (TMDs) parameters for buildings under seismic excitations. Vibration control of structure under seismic excitations for reduction of structural damages and comfort/serviceability considerations is addressed by employing a d...

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Main Authors: Sadegh Etedali, Hojjat Rakhshani
Format: Article
Language:English
Published: Elsevier 2018-12-01
Series:Alexandria Engineering Journal
Online Access:http://www.sciencedirect.com/science/article/pii/S1110016818301169
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spelling doaj-aa0e508c54664c33999f3264e000c26e2021-06-02T06:45:05ZengElsevierAlexandria Engineering Journal1110-01682018-12-0157432053218Optimum design of tuned mass dampers using multi-objective cuckoo search for buildings under seismic excitationsSadegh Etedali0Hojjat Rakhshani1Department of Civil Engineering, Birjand University of Technology, Birjand, Iran; Corresponding author at: Department of Civil Engineering, Birjand University of Technology, P.O. Box 97175-569, Birjand, Iran.Department of Computer Science, University of Sistan and Baluchestan, Zahedan, IranThis study focuses on the problem of optimum selection of tuned mass dampers (TMDs) parameters for buildings under seismic excitations. Vibration control of structure under seismic excitations for reduction of structural damages and comfort/serviceability considerations is addressed by employing a design process based on multi-objective cuckoo search (MOCS) for simultaneous reduction of seismic responses of the structures in the terms of displacement and acceleration of stories and tuning of TMD with a smaller mass ratio. The numerical studies are carried out on two benchmark buildings. In comparison with several other documented methods, the performance of the MOCS for the optimal design of TMDs is evaluated. The results show that the MOCS performs better than other strategies in term of the simultaneous reduction of maximum displacements and accelerations of the structures subjected to different seismic excitations. Furthermore, the feasibility of MOCS to choose a smaller mass, stiffness, and damping is assessed. The simulation results confirm that the MOCS is able to present a solution leading to a more practical and economic selection of TMD parameters with a choice of a smaller mass, stiffness, and damping so that it is capable of maintaining the desired level of the reduction of structural responses in different earthquake excitations. Keywords: Structural control, Seismic excitations, Tuned mass damper, Multi-objective optimisation, Cuckoo search, Optimum designhttp://www.sciencedirect.com/science/article/pii/S1110016818301169
collection DOAJ
language English
format Article
sources DOAJ
author Sadegh Etedali
Hojjat Rakhshani
spellingShingle Sadegh Etedali
Hojjat Rakhshani
Optimum design of tuned mass dampers using multi-objective cuckoo search for buildings under seismic excitations
Alexandria Engineering Journal
author_facet Sadegh Etedali
Hojjat Rakhshani
author_sort Sadegh Etedali
title Optimum design of tuned mass dampers using multi-objective cuckoo search for buildings under seismic excitations
title_short Optimum design of tuned mass dampers using multi-objective cuckoo search for buildings under seismic excitations
title_full Optimum design of tuned mass dampers using multi-objective cuckoo search for buildings under seismic excitations
title_fullStr Optimum design of tuned mass dampers using multi-objective cuckoo search for buildings under seismic excitations
title_full_unstemmed Optimum design of tuned mass dampers using multi-objective cuckoo search for buildings under seismic excitations
title_sort optimum design of tuned mass dampers using multi-objective cuckoo search for buildings under seismic excitations
publisher Elsevier
series Alexandria Engineering Journal
issn 1110-0168
publishDate 2018-12-01
description This study focuses on the problem of optimum selection of tuned mass dampers (TMDs) parameters for buildings under seismic excitations. Vibration control of structure under seismic excitations for reduction of structural damages and comfort/serviceability considerations is addressed by employing a design process based on multi-objective cuckoo search (MOCS) for simultaneous reduction of seismic responses of the structures in the terms of displacement and acceleration of stories and tuning of TMD with a smaller mass ratio. The numerical studies are carried out on two benchmark buildings. In comparison with several other documented methods, the performance of the MOCS for the optimal design of TMDs is evaluated. The results show that the MOCS performs better than other strategies in term of the simultaneous reduction of maximum displacements and accelerations of the structures subjected to different seismic excitations. Furthermore, the feasibility of MOCS to choose a smaller mass, stiffness, and damping is assessed. The simulation results confirm that the MOCS is able to present a solution leading to a more practical and economic selection of TMD parameters with a choice of a smaller mass, stiffness, and damping so that it is capable of maintaining the desired level of the reduction of structural responses in different earthquake excitations. Keywords: Structural control, Seismic excitations, Tuned mass damper, Multi-objective optimisation, Cuckoo search, Optimum design
url http://www.sciencedirect.com/science/article/pii/S1110016818301169
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