The DOI matches its Crossref record; 3 of the 3 references it cites were found in a registry or an index.
Tuned mass dampers for response control of torsional buildings
Abstract
This paper presents an approach for optimum design of tuned mass dampers for response control of torsional building systems subjected to bi‐directional seismic inputs. Four dampers with fourteen distinct design parameters, installed in pairs along two orthogonal directions, are optimally designed. A genetic algorithm is used to search for the optimum parameter values for the four dampers. This approach is quite versatile as it can be used with different design criteria and definitions of seismic inputs. It usually provides a globally optimum solution. Several optimal design criteria, expressed in terms of performance functions that depend on the structural response, are used. Several sets of numerical results for a torsional system excited by random and response spectrum models of seismic inputs are presented to show the effectiveness of the optimum designs in reducing the system response. Copyright © 2002 John Wiley & Sons, Ltd.
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Cites
Parametric study and simplified design of tuned mass dampers
Rana, R., & Soong, T. T. (1998) · Engineering Structures · doi:10.1016/s0141-0296(97)00078-3 · Cited by 651
Yamaguchi, H., & Harnpornchai, N. (1993) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.4290220105 · Cited by 341
Performance of Multiple Mass Dampers under Random Loading
Kareem, A., & Kline, S. (1995) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(1995)121:2(348) · Cited by 306
Research works printed but not linked: 33
- Hartog JP, 1956, Mechanical Vibrations
- 10.1002/eqe.4290100304 · DOI · Paper page
- 10.1002/eqe.4290221104 · DOI · Paper page
- 10.1002/eqe.4290020402 · DOI
- KitamuraH FujitaT TeramotoT KiharaH.Design and analysis of a tower structure with tuned mass damper. Proceedings 9th World Conference of Earthquake Engineering Tokyo‐Kyoto Japan vol. VIII 1988;415–420.
- ClarkAJ.Multiple tuned mass dampers for reducing earthquake induced building motion. Proceedings 9th World Conference of Earthquake Engineering Tokyo‐Kyoto Japan vol. V 1988;779–784.
- GuptaYP ChandrasekarenPR.Absorber system for earthquake excitation. Proceedings 4th World Conference of Earthquake Engineering Santiago Chile vol. II 1969;139–148.
- Kaynia AM, 1981, Seismic effectiveness of tuned mass dampers, Journal of Structural Division ASCE, 107, 1465, 10.1061/JSDEAG.0005760 · DOI · Paper page
- 10.1061/(ASCE)0733-9445(1983)109:8(2004) · doi:10.1061/(asce)0733-9445(1983)109:8(2004
- 10.1002/eqe.4290130105 · DOI
- 10.1002/eqe.4290220603 · DOI
- Villaverde R, 1994, Seismic control of structures with damped resonant appendage, Proceedings 9th World Conference of Structural Control, Los Angeles, CA, USA, 4, 113
- 10.1002/(SICI)1096-9845(199706)26:6<617::AID-EQE664>3.0.CO;2-Z · doi:10.1002/(sici)1096-9845(199706)26:6<617::aid-eqe664>3.0.co;2-z
- 10.1006/jsvi.1994.1341 · DOI · Paper page
- 10.1002/eqe.4290230802 · DOI · Paper page
- 10.1002/eqe.4290240209 · DOI
- 10.1002/(SICI)1096-9845(199703)26:3<307::AID-EQE639>3.0.CO;2-8 · DOI
- 10.1016/S0141-0296(98)00054-6 · DOI
- 10.1061/(ASCE)0733-9445(1998)124:11(1272) · doi:10.1061/(asce)0733-9445(1998)124:11(1272 · Paper page
- Holland JH, 1975, Adaptation in Natural and Artificial Systems
- SinghMP MoreschiLM.Genetic algorithm‐based control of structures for dynamic loads. Proceedings of IA‐99 15–16 November Osaka University Japan.
- MoreschiLM. Seismic design of energy dissipation systems for optimal structural performance. PhD dissertation Virginia Polytechnic Institute and State University Blacksburg VA July2000.
- Goldberg DE, 1989, Genetic Algorithms in Search, Optimization and Machine Learning
- Davis L, 1991, Handbook of Genetic Algorithms
- Gen M, 1997, Genetic Algorithms and Engineering Design
- 10.1007/978-1-4471-0955-6 · doi:10.1007/978-1-4471-0955-6
- ChanE. Optimal Design of Buildings Structures using Genetic Algorithms. PhD thesis California Institute of Technology Pasadena CA 1997.
- 10.1002/(SICI)1096-9845(199902)28:2<193::AID-EQE811>3.0.CO;2-X · DOI
- 10.1061/(ASCE)0733-9445(1998)124:5(551) · doi:10.1061/(asce)0733-9445(1998)124:5(551
- 10.1007/BF01215979 · doi:10.1007/bf01215979
- 10.1002/eqe.4290200703 · doi:10.1002/eqe.4290200703
- 10.1002/eqe.4290200703 · doi:10.1002/eqe.4290200703
- 10.1002/1096-9845(200007)29:7<1029::AID-EQE952>3.0.CO;2-O · doi:10.1002/1096-9845(200007)29:7<1029::aid-eqe952>3.0.co;2-o
Cited by
Research developments in vibration control of structures using passive tuned mass dampers
Elias, S., & Matsagar, V. (2017) · Annual Reviews in Control · doi:10.1016/j.arcontrol.2017.09.015 · Cited by 556
Giaralis, A., & Taflanidis, A. A. (2018) · Structural Control and Health Monitoring · doi:10.1002/stc.2082 · Cited by 328
Estimating optimum parameters of tuned mass dampers using harmony search
Bekdaş, G., & Nigdeli, S. M. (2011) · Engineering Structures · doi:10.1016/j.engstruct.2011.05.024 · Cited by 259
Application of Tuned Mass Dampers for Structural Vibration Control: A State-of-the-art Review
Rahimi, F., Aghayari, R., & Samali, B. (2020) · Civil Engineering Journal · doi:10.28991/cej-2020-03091571 · Cited by 138
Bekdaş, G., & Nigdeli, S. M. (2017) · Soil Dynamics and Earthquake Engineering · doi:10.1016/j.soildyn.2016.10.019 · Cited by 124
Metadata
- Authors
- Singh, M. P., Singh, S., & Moreschi, L. M.
- Venue
- Earthquake Engineering & Structural Dynamics
- Publisher
- Wiley
- Published
- 2002-01-25
- Volume
- 31
- Issue
- 4
- Pages
- 749-769
- ISSN
- 0098-8847 (ISSN-L)
- 1096-9845
- OpenAlex
- W2043685606
- Cited by
- 160
- References
- 3
- FWCI
- 10.79
- Type
- journal article
- Language
- en
- Open access
- closed
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