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dc.contributor.authorCaicedo, Juan Martin
dc.contributor.authorDyke, Shirley J.
dc.contributor.authorMoon, Seokjun
dc.contributor.authorBergman, Lawrence A.
dc.contributor.authorTuran, Gürsoy
dc.contributor.authorHague, Steven T.
dc.date.accessioned2016-05-30T12:35:32Z
dc.date.available2016-05-30T12:35:32Z
dc.date.issued2003-07
dc.identifier.citationCaicedo, J. M., Dyke, S. J., Moon, S., Bergman, L. A., Turan, G., and Hague, S. T. (2003). Phase II benchmark control problem for seismic response of cable-stayed bridges. Journal of Structural Control, 10(3-4), 137-168. doi:10.1002/stc.23en_US
dc.identifier.issn1122-8385
dc.identifier.urihttp://doi.org/10.1002/stc.23
dc.identifier.urihttp://hdl.handle.net/11147/4685
dc.description.abstractThis paper presents the problem definition for the second generation of benchmark structural control problems for cable-stayed bridges. The goal of this study is to provide a testbed for the development of strategies for the control of cable stayed-bridges. Based on detailed drawings of the Bill Emerson Memorial Bridge, a three-dimensional evaluation model has been developed to represent the complex behavior of the full-scale benchmark bridge. Phase II considers more complex structural behavior than phase I, including multi-support and transverse excitations. Evaluation criteria are presented for the design problem that are consistent with the goals of seismic response control of a cable-stayed bridge. Control constraints are also provided to ensure that the benchmark results are representative of a control implementation on the physical structure. Each participant in this benchmark bridge control study is given the task of denning, evaluating and reporting on their proposed control strategies. Participants should also evaluate the robust stability and performance of their resulting designs through simulation with an evaluation model which includes additional mass due to snow loads. The problem and a sample control design have been made available in the form of a set of MATLAB equations.en_US
dc.description.sponsorshipNational Science Foundation Grant CMS 97-33272en_US
dc.language.isoengen_US
dc.publisherWileyen_US
dc.relation.isversionof10.1002/stc.23en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectBenchmark problemen_US
dc.subjectCable-stayed bridgesen_US
dc.subjectSeismic excitationen_US
dc.subjectControl constraintsen_US
dc.titlePhase II benchmark control problem for seismic response of cable-stayed bridgesen_US
dc.typeconferenceObjecten_US
dc.contributor.authorIDTR115938en_US
dc.contributor.institutionauthorTuran, Gürsoy
dc.relation.journalJournal of Structural Controlen_US
dc.contributor.departmentIzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume10en_US
dc.identifier.issue3-4en_US
dc.identifier.startpage137en_US
dc.identifier.endpage168en_US
dc.identifier.scopusSCOPUS:2-s2.0-8744290267
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US


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