Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/3022
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dc.contributor.advisorTuran, Gürsoyen
dc.contributor.authorGökdağ, Hakan-
dc.date.accessioned2014-07-22T13:50:43Z-
dc.date.available2014-07-22T13:50:43Z-
dc.date.issued2009en
dc.identifier.urihttp://hdl.handle.net/11147/3022-
dc.descriptionThesis (Master)--Izmir Institute of Technology, Civil Engineering, Izmir, 2009en
dc.descriptionIncludes bibliographical references (leaves: 62-63)en
dc.descriptionText in English; Abstract: Turkish and Englishen
dc.descriptionxi, 69 leavesen
dc.description.abstractResearch in the field of control of civil engineering structures is a continuing process. The three basic approaches to structural control may be defined as follows passive control systems,active control systems and semi-active control systems. These systems have received much attention recently because they have versatility and adaptability of active control systems. Although there is a wide variety of these energy absorbing devices, but all have one thing in common . they absorb energy from the structure.Semi-active control systems possess the advantages of both active and passive control systems. Variable orifice dampers are semi-active control devices that utilize the hydraulic fluid flow to generate controllable damping forces. Depending on the state of the structure, the energy absorbing property of the variable orifice dampers is changed on the fly. In this study, the proposed semi-active control algorithm and the effect of variable orifice damper for seismic response reduction is examined. To demonstrate the efficiency of the proposed semi-active control algorithm and the usefulness of variable orifice dampers,controlled and uncontrolled behaviour of the three story model structure subjected to earthquake forces are investigated numerically. The three story model structure in Civil Engineering Laboratory in .YTE is utilized for numerical simulations. The results indicate numerically that the proposed semi-active control algorithm with a variable orifice damper can be used effectively to reduce the earthquake induced structural vibrations.en
dc.language.isoenen_US
dc.publisherIzmir Institute of Technologyen
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subject.lccTA658.44 .G61 2009en
dc.subject.lcshEarthquake resistant designen
dc.titleInvestigation of the benefits of variable orifice dampers used in an earthquake excited three story structureen_US
dc.typeMaster Thesisen_US
dc.institutionauthorGökdağ, Hakan-
dc.departmentThesis (Master)--İzmir Institute of Technology, Civil Engineeringen_US
dc.relation.publicationcategoryTezen_US
item.fulltextWith Fulltext-
item.cerifentitytypePublications-
item.languageiso639-1en-
item.grantfulltextopen-
item.openairetypeMaster Thesis-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
Appears in Collections:Master Degree / Yüksek Lisans Tezleri
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