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dc.contributor.authorKomodromos, Petros I.en
dc.contributor.authorPolycarpou, Panayiotis C.en
dc.contributor.authorPapaloizou, Loizosen
dc.contributor.authorPhocas, Marios C.en
dc.creatorKomodromos, Petros I.en
dc.creatorPolycarpou, Panayiotis C.en
dc.creatorPapaloizou, Loizosen
dc.creatorPhocas, Marios C.en
dc.date.accessioned2019-04-18T06:19:19Z
dc.date.available2019-04-18T06:19:19Z
dc.date.issued2007
dc.identifier.urihttp://gnosis.library.ucy.ac.cy/handle/7/45621
dc.description.abstractNumerical simulations and parametric studies have been used to investigate the influence of potential poundings of seismically isolated buildings with adjacent structures on the effectiveness of seismic isolation. Poundings are assumed to occur at the isolation level between the seismically isolated building and the surrounding moat wall. After assessing some common force-based impact models, a variation of the linear viscoelastic impact model is proposed to avoid tensile impact forces during detachment, while enabling the consideration of permanent plastic deformations at the vicinity of the impact. A large number of numerical simulations of seismically isolated buildings with different characteristics have been conducted under six earthquake excitations in order to investigate the influence of various design parameters and conditions on the peak floor accelerations and interstorey deflections during poundings. The numerical simulations demonstrate that poundings may substantially increase floor accelerations, especially t the base floor where impacts occur. Higher modes of vibration are excided during poundings, increasing the interstorey deflections, instead of retaining an almost rigid-body motion of the superstructure, which is aimed with seismic isolation. Impact stiffness seems to affect significantly the acceleration response at the isolation level, while the displacement response is more insensitive to the variation of the impact stiffness. Finally, the results indicate that providing excessive flexibility at the isolation system to minimize the floor accelerations may lead to a building vulnerable to poundings, if the available seismic gap is limited. Copyright © 2007 John Wiley & Sons, Ltd. ABSTRACT FROM AUTHOR]en
dc.description.abstractCopyright of Earthquake Engineering & Structural Dynamics is the property of John Wiley & Sons, Inc. and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)en
dc.sourceEarthquake Engineering & Structural Dynamicsen
dc.titleResponse of seismically isolated buildings considering poundingsen
dc.typeinfo:eu-repo/semantics/article
dc.identifier.doi10.1002/eqe.692
dc.description.volume36
dc.description.issue12
dc.description.startingpage1605
dc.description.endingpage1622
dc.author.facultyΠολυτεχνική Σχολή /Faculty of Engineering
dc.author.departmentΤμήμα Πολιτικών Μηχανικών και Μηχανικών Περιβάλλοντος / Department of Civil and Environmental Engineering
dc.type.uhtypeArticleen
dc.contributor.orcidKomodromos, Petros I. [0000-0001-6803-5013]


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