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Robust Delay-Dependent H∞ Control for Uncertain Structural Systems With Actuator Delay

dc.contributor.authorYazici, Hakan
dc.contributor.authorGuclu, Rahmi
dc.contributor.authorKucukdemiral, Ibrahim B.
dc.contributor.authorParlakci, M. N. Alpaslan
dc.contributor.institutionauthorGÜÇLÜ, Rahmi
dc.contributor.institutionauthorYAZICI, Hakan
dc.date.accessioned2026-06-27T13:17:34Z
dc.date.issued2012
dc.description.abstractThis paper is concerned with the design of a robust, state-feedback, delay-dependent H-infinity controller for an active vibration control of seismic-excited structural systems having actuator delay, norm bounded uncertainties, and L-2 disturbances. The norm bounded uncertainties are assumed to exist in variations of structural stiffness and damping coefficients. Based on the selection of Lyapunov-Krasovskii functional, first a bounded real lemma (BRL) is obtained in terms of linear matrix inequalities (LMIs) such that the nominal, time-delay system is guaranteed to be globally asymptotically stable with minimum allowable disturbance attenuation level. Extending BRL, sufficient delay-dependent criteria are developed for a stabilizing H-infinity controller synthesis involving a matrix inequality for which a nonlinear optimization algorithm with LMIs is proposed to get feasible solution to the problem. Moreover, for the case of existence of norm-bounded uncertainties, both the BRL and H-infinity stabilization criteria are easily extended by employing a well-known bounding technique. Then, a cone complementary algorithm is also utilized to solve the nonconvex optimization problem. By use of the proposed method, a suboptimal controller with maximum allowable delay bound, uncertainty bound and minimum allowable disturbance attenuation level can be easily obtained by solving the proposed convex optimization technique. A four-degree-of-freedom uncertain structural system subject to seismic excitations is used to illustrate the effectiveness of the approach through simulations. Simulation results, obtained by using real time-history data of Kobe and Kocaeli earthquakes show that the proposed controller is very effective in reducing vibration amplitudes of storeys and guarantees stability at maximum actuator delay and parametric uncertainty bound. [DOI: 10.1115/1.4005500]en
dc.description.urihttps://doi.org/10.1115/1.4005500
dc.identifier.doi10.1115/1.4005500
dc.identifier.eissn1528-9028
dc.identifier.issn0022-0434
dc.identifier.issue3
dc.identifier.urihttps://hdl.handle.net/20.500.14981/51552
dc.identifier.volume134
dc.identifier.wos000303256200013
dc.language.isoeng
dc.publisherASME
dc.relation.ispartofJOURNAL OF DYNAMIC SYSTEMS MEASUREMENT AND CONTROL-TRANSACTIONS OF THE ASME
dc.subjectH-infinity control
dc.subjectnorm bounded uncertainties
dc.subjectactuator delay
dc.subjectlinear matrix inequalities
dc.subjectvibration
dc.subjectstructure
dc.subjectACTIVE VIBRATION CONTROL
dc.subjectFUZZY-LOGIC CONTROL
dc.subjectTIME-DELAY
dc.subjectSTABILITY-CRITERIA
dc.subjectSTABILIZATION
dc.subjectATMD
dc.subjectAutomation & Control Systems
dc.subjectInstruments & Instrumentation
dc.titleRobust Delay-Dependent H∞ Control for Uncertain Structural Systems With Actuator Delay
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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