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dc.contributor.authorRahimian, M.
dc.contributor.authorRafieipour, M. H.
dc.contributor.authorGhorbani-Tanha, A. K.
dc.contributor.authorMohammadi-Ghazi, Reza
dc.date.accessioned2016-08-25T22:41:00Z
dc.date.available2016-08-25T22:41:00Z
dc.date.issued2014-09
dc.identifier.issn1671-3664
dc.identifier.issn1993-503X
dc.identifier.urihttp://hdl.handle.net/1721.1/104008
dc.description.abstractAn innovative variable stiffness device is proposed and investigated based on numerical simulations. The device, called a folding variable stiffness spring (FVSS), can be widely used, especially in tuned mass dampers (TMDs) with adaptive stiffness. An important characteristic of FVSS is its capability to change the stiffness between lower and upper bounds through a small change of distance between its supports. This special feature results in lower time-lag errors and readjustment in shorter time intervals. The governing equations of the device are derived and simplified for a symmetrical FVSS with similar elements. This device is then used to control a single-degree-of-freedom (SDOF) structure as well as a multi-degree-of-freedom (MDOF) structure via a semi-active TMD. Numerical simulations are conducted to compare several control cases for these structures. To make it more realistic, a real direct current motor with its own limitations is simulated in addition to an ideal control case with no limitations and both the results are compared. It is shown that the proposed device can be effectively used to suppress undesirable vibrations of a structure and considerably improves the performance of the controller compared to a passive device.en_US
dc.publisherInstitute of Engineering Mechanics, China Earthquake Administrationen_US
dc.relation.isversionofhttp://dx.doi.org/10.1007/s11803-014-0258-5en_US
dc.rightsArticle is made available in accordance with the publisher's policy and may be subject to US copyright law. Please refer to the publisher's site for terms of use.en_US
dc.sourceInstitute of Engineering Mechanics, China Earthquake Administrationen_US
dc.titleA novel semi-active TMD with folding variable stiffness springen_US
dc.typeArticleen_US
dc.identifier.citationRafieipour, M. H., A. K. Ghorbani-Tanha, M. Rahimian, and R. Mohammadi-Ghazi. “A Novel Semi-Active TMD with Folding Variable Stiffness Spring.” Earthq. Eng. Eng. Vib. 13, no. 3 (September 2014): 509–518.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineeringen_US
dc.contributor.mitauthorMohammadi-Ghazi, Rezaen_US
dc.relation.journalEarthquake Engineering and Engineering Vibrationen_US
dc.eprint.versionAuthor's final manuscripten_US
dc.type.urihttp://purl.org/eprint/type/JournalArticleen_US
eprint.statushttp://purl.org/eprint/status/PeerRevieweden_US
dc.date.updated2016-08-18T15:47:47Z
dc.language.rfc3066en
dc.rights.holderInstitute of Engineering Mechanics, China Earthquake Administration and Springer-Verlag Berlin Heidelberg
dspace.orderedauthorsRafieipour, M. H.; Ghorbani-Tanha, A. K.; Rahimian, M.; Mohammadi-Ghazi, R.en_US
dspace.embargo.termsNen
dc.identifier.orcidhttps://orcid.org/0000-0001-7494-3050
mit.licensePUBLISHER_POLICYen_US
mit.metadata.statusComplete


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