SLIDING MODE CONTROL ON ISOLATED BRIDGES WITH COLUMNS OF IRREGULAR HEIGHTS USING POLE ASSIGNMENT AND PSO-SA HYBRID ALGORITHM
The effectiveness of sliding mode control on the seismic response of an isolated bridge with columns of irregular heights, which exhibit hysteretic behaviors at both the columns and isolators, is studied. The bridge of concern consists of a two-span continuous deck and three columns of irregular hei...
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| Published in | International journal of structural stability and dynamics Vol. 12; no. 3; pp. 1250014 - 1250026 |
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| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
World Scientific Publishing Company
01.05.2012
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0219-4554 1793-6764 |
| DOI | 10.1142/S0219455412500149 |
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| Abstract | The effectiveness of sliding mode control on the seismic response of an isolated bridge with columns of irregular heights, which exhibit hysteretic behaviors at both the columns and isolators, is studied. The bridge of concern consists of a two-span continuous deck and three columns of irregular heights, adjoining two single-span approaches each at the two ends. The irregular isolated bridge is idealized by an equivalent model to reduce the number of degrees of freedom involved. Compared with typical isolated bridges, the irregular isolated bridge has more poles of sliding surface, which dominates the dynamic characteristics of the controlled system and should be determined for the sliding mode control. The particle swarm optimization-simulated annealing (PSO-SA) hybrid searching algorithm is thus employed and shown to outperform the PSO algorithm and a parametric approach in finding the best sliding surface. Numerical simulations reveal that the sliding mode control together with the PSO-SA hybrid searching algorithm provides a simple and powerful technique for controlling the nonlinear seismic responses of irregular isolated bridges. Such a technique combining the control and optimization technology can be applied to practical bridges or structures, which are generally complicated and should be idealized by sophisticated numerical models. |
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| AbstractList | The effectiveness of sliding mode control on the seismic response of an isolated bridge with columns of irregular heights, which exhibit hysteretic behaviors at both the columns and isolators, is studied. The bridge of concern consists of a two-span continuous deck and three columns of irregular heights, adjoining two single-span approaches each at the two ends. The irregular isolated bridge is idealized by an equivalent model to reduce the number of degrees of freedom involved. Compared with typical isolated bridges, the irregular isolated bridge has more poles of sliding surface, which dominates the dynamic characteristics of the controlled system and should be determined for the sliding mode control. The particle swarm optimization-simulated annealing (PSO-SA) hybrid searching algorithm is thus employed and shown to outperform the PSO algorithm and a parametric approach in finding the best sliding surface. Numerical simulations reveal that the sliding mode control together with the PSO-SA hybrid searching algorithm provides a simple and powerful technique for controlling the nonlinear seismic responses of irregular isolated bridges. Such a technique combining the control and optimization technology can be applied to practical bridges or structures, which are generally complicated and should be idealized by sophisticated numerical models. |
| Author | CHEN, PO-CHUAN JUANG, DER-SHIN LEE, TZU-YING |
| Author_xml | – sequence: 1 givenname: TZU-YING surname: LEE fullname: LEE, TZU-YING email: tylee@ncu.edu.tw organization: Department of Civil Engineering, National Central University, No. 300, Jhongda Road, Jhongli City, Taoyuan County 32001, Taiwan – sequence: 2 givenname: PO-CHUAN surname: CHEN fullname: CHEN, PO-CHUAN email: 943202021@cc.ncu.edu.tw organization: Department of Civil Engineering, National Central University, No. 300, Jhongda Road, Jhongli City, Taoyuan County 32001, Taiwan – sequence: 3 givenname: DER-SHIN surname: JUANG fullname: JUANG, DER-SHIN email: t320006@ncu.edu.tw organization: Department of Civil Engineering, National Central University, No. 300, Jhongda Road, Jhongli City, Taoyuan County 32001, Taiwan |
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| CitedBy_id | crossref_primary_10_1142_S0219455417501218 crossref_primary_10_1016_j_engstruct_2018_03_083 |
| Cites_doi | 10.1002/1096-9845(200102)30:2<237::AID-EQE6>3.0.CO;2-O 10.1002/9780470172858 10.1061/JMCEA3.0002106 10.1061/(ASCE)0733-9445(1996)122:2(179) 10.1142/S021945540800279X 10.1061/(ASCE)0733-9399(1995)121:12(1330) 10.1007/978-3-7091-3012-4 10.1080/13632469.2010.524277 10.1007/s11721-007-0002-0 10.1002/eqe.4290241103 10.1007/s00158-002-0188-0 10.1002/eqe.464 10.1126/science.220.4598.671 10.1061/(ASCE)1084-0702(2008)13:4(319) 10.2208/jsceja.62.161 10.1080/13632469.2010.526751 10.1016/S0141-0296(01)00095-5 10.1061/(ASCE)0733-9445(2007)133:2(235) 10.1016/j.sna.2006.03.015 10.1061/(ASCE)0733-9445(1994)120:9(2583) 10.1007/978-3-642-84379-2 10.1016/j.jsv.2007.07.071 10.1016/j.compstruc.2010.06.009 10.1061/(ASCE)0733-9399(1993)119:11(2317) |
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| SubjectTerms | Algorithms Bridges (structures) Columns (structural) Dynamics Mathematical models Searching Seismic response Sliding mode control |
| Title | SLIDING MODE CONTROL ON ISOLATED BRIDGES WITH COLUMNS OF IRREGULAR HEIGHTS USING POLE ASSIGNMENT AND PSO-SA HYBRID ALGORITHM |
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