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A novel semi-active piston-TLCD for structural vibration control: Design, modeling, and performance assessment

dc.contributor.authorNavdar, Muhammet Burhan
dc.contributor.authorCelebi, Erkan
dc.contributor.authorEngin, Tahsin
dc.contributor.authorKemerli, Muaz
dc.contributor.authorSerbes, Sefer Arda
dc.contributor.authorIric, Sedat
dc.contributor.authorMetin, Muzaffer
dc.contributor.authorFaizan, Abdul Ahad
dc.date.accessioned2026-06-27T15:26:20Z
dc.date.issued2026
dc.description.abstractThis study presents the development, modeling, and experimental testing and verification of a novel semi-active Tuned Liquid Column Damper (SP-TLCD) system equipped with an externally mountable electromagnetic dualpiston brake mechanism. The system enables real-time modulation of damping properties without requiring structural modifications to conventional TLCD units and uniquely supports both damping-based and force-based control strategies. Structurally simple, cost-effective, and easily integrable SP-TLCD is addressed including the practical challenges such as actuator failures and time delays to enhance real-time control performance. The mechanical configuration, operational principles, control algorithms, and mathematical modeling of the proposed system are introduced. Its vibration mitigation performance was assessed through shake table experiments and validated numerical simulations on a slender single-degree-of-freedom (SDOF) frame subjected to broadband (earthquake) and narrowband (colored noise) excitations. Control strategies designed without considering time delay, both damping- and force-based, showed comparable RMS performance, highlighting the system's flexibility to accommodate multiple semi-active control schemes. Even under single-piston operation, the system retained 84.4 % of its full-capacity response, demonstrating resilience under partial failure. Furthermore, a timedelay-compensated strategy developed using Genetic Algorithm (GA) optimization achieved an average 30 % reduction in RMS response, corresponding to 91 % of the ideal delay-free case and outperforming the conventional LQRCC by 25 %. These results demonstrate that the proposed system can operate stably and efficiently in real-time applications by addressing practical constraints. Overall, the SP-TLCD offers a valuable addition to literature with its compatibility with various control strategies, modular design, external mountability, and demonstrated potential for effective vibration mitigation.en
dc.description.sponsorshipScientific and Technological Research Council of Turkiye (TUBITAK) [221M148]
dc.description.urihttps://doi.org/10.1016/j.soildyn.2025.109848
dc.identifier.doi10.1016/j.soildyn.2025.109848
dc.identifier.eissn1879-341X
dc.identifier.issn0267-7261
dc.identifier.urihttps://hdl.handle.net/20.500.14981/70994
dc.identifier.volume200
dc.identifier.wos001598698600001
dc.language.isoeng
dc.publisherELSEVIER SCI LTD
dc.relation.ispartofSOIL DYNAMICS AND EARTHQUAKE ENGINEERING
dc.rightsopenAccess
dc.subjectTuned liquid column damper (TLCD)
dc.subjectSemi-active vibration control
dc.subjectReal-time structural control
dc.subjectTime-delay control
dc.subjectLQR clipping control
dc.subjectExperimental investigation
dc.subjectDiscrete-time state-space model
dc.subjectGenetic algorithm (GA)
dc.subjectParticle swarm optimization (PSO)
dc.subjectLIQUID COLUMN DAMPERS
dc.subjectCONTROL STRATEGY
dc.subjectTIME-DELAY
dc.subjectABSORBER
dc.subjectFEEDBACK
dc.subjectSYSTEMS
dc.subjectEngineering
dc.subjectGeology
dc.titleA novel semi-active piston-TLCD for structural vibration control: Design, modeling, and performance assessment
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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