Semi-active structural vibration control of base-isolated buildings using magnetorheological dampers
In recent years, several solutions for structural vibration control of buildings have been proposed. In particular, the combination of base-isolated structures with complementary variable damping devices has been successful in reducing the base isolator displacements without increasing the building...
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| Published in | Journal of low frequency noise, vibration, and active control Vol. 37; no. 3; pp. 565 - 576 |
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| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
London, England
SAGE Publications
01.09.2018
Sage Publications Ltd SAGE Publishing |
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| Online Access | Get full text |
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| Abstract | In recent years, several solutions for structural vibration control of buildings have been proposed. In particular, the combination of base-isolated structures with complementary variable damping devices has been successful in reducing the base isolator displacements without increasing the building superstructure response when subjected to earthquake loads. In this paper, a magnetorheological device is installed on a 2-DOF mechanical model mounted on an experimental uniaxial shaking table. A simple numerical simulation model is derived for the experimental setup and it represents a typical base-isolated structure with a semi-active vibration controller. The control law combines a force tracking integral action with a clipped on–off adaptation rule that changes the magnetorheological damping in real time. The effectiveness of the proposed solution is demonstrated for both earthquake-like and real earthquake input ground motions. A comparison between the numerical and the experimental results validates the numerical simulations and it gives confidence in using this model for validation and evaluation of other semi-active control solutions based on magnetorheological dampers. |
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| AbstractList | In recent years, several solutions for structural vibration control of buildings have been proposed. In particular, the combination of base-isolated structures with complementary variable damping devices has been successful in reducing the base isolator displacements without increasing the building superstructure response when subjected to earthquake loads. In this paper, a magnetorheological device is installed on a 2-DOF mechanical model mounted on an experimental uniaxial shaking table. A simple numerical simulation model is derived for the experimental setup and it represents a typical base-isolated structure with a semi-active vibration controller. The control law combines a force tracking integral action with a clipped on–off adaptation rule that changes the magnetorheological damping in real time. The effectiveness of the proposed solution is demonstrated for both earthquake-like and real earthquake input ground motions. A comparison between the numerical and the experimental results validates the numerical simulations and it gives confidence in using this model for validation and evaluation of other semi-active control solutions based on magnetorheological dampers. |
| Author | Suleman, Afzal Oliveira, Fernando Botto, Miguel Ayala Morais, Paulo |
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| Cites_doi | 10.1088/0964-1726/16/4/058 10.1016/j.sysconle.2006.09.001 10.1016/j.jsv.2010.11.027 10.1002/(SICI)1096-9845(199901)28:1<3::AID-EQE801>3.0.CO;2-D 10.1002/eqe.574 10.1002/stc.99 10.1002/stc.315 10.1016/j.compstruc.2010.01.006 10.1061/(ASCE)0733-9445(2003)129:7(845) 10.1016/S0016-0032(00)00081-8 10.1155/2014/670683 10.1061/(ASCE)0733-9399(2005)131:8(769) 10.1002/tal.1012 10.1061/(ASCE)0733-9399(1997)123:3(230) 10.1109/IIS.1997.645424 10.1016/S0141-0296(97)00225-3 10.1260/0263-0923.34.4.491 10.1177/0263092316628715 10.1260/0263-0923.33.2.233 10.1007/s11803-009-9113-5 10.1007/s11803-014-0232-2 10.1080/00423110412331327852 10.1002/stc.430 10.1007/s11803-015-0039-9 10.1177/1045389X12445029 10.1061/(ASCE)0733-9399(2000)126:8(795) 10.1016/S0141-0296(01)00092-X 10.1007/s11831-009-9031-8 10.1088/0964-1726/14/4/041 |
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| Keywords | magnetorheological damper semi-active control Structural vibration base-isolated buildings |
| Language | English |
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| StartPage | 565 |
| SubjectTerms | Active control Active damping Buildings Computer simulation Control theory Earthquake dampers Earthquake loads Earthquakes Ground motion Mathematical models Seismic response Semiactive damping Semiactive vibration isolators Simulation Structural vibration Superstructures Vibration control |
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| Title | Semi-active structural vibration control of base-isolated buildings using magnetorheological dampers |
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