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Please use this identifier to cite or link to this item: https://www.um.edu.mt/library/oar/handle/123456789/86109
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dc.contributor.authorApostolska, Roberta-
dc.contributor.authorBonev, Zdravko Petkov-
dc.contributor.authorBlagoev, D.-
dc.contributor.authorVasseva, E.-
dc.contributor.authorNecevska-Cvetanovska, G.-
dc.date.accessioned2021-12-28T06:34:32Z-
dc.date.available2021-12-28T06:34:32Z-
dc.date.issued2008-
dc.identifier.citationApostolska, R., Bonev, Z. P., Blagoev, D., Vasseva, E., & Necevska-Cvetanovska, G. (2008). Design seismic response evaluation for 2d frames and 3d wall systems with flexible foundation using capacity spectrum method. In Mazzolani, F. M., Mistakidis, E., Borg, R. P., Byfield, M., De Matteis, G., Dubina.,..Wang, Y. (Eds.), Urban habitat constructions under catastrophic events: COST Action C26 (pp. 152-157). Malta: University of Malta. Dept. of Building & Civil Engineering.en_GB
dc.identifier.isbn9789990944402-
dc.identifier.urihttps://www.um.edu.mt/library/oar/handle/123456789/86109-
dc.description.abstract▪ The recent advent of performance based design has brought the nonlinear static pushover analysis to the forefront as one of the most simplified procedure for evaluation of structural capacity. The capacity of the structure is represent through shear base force-top displacement curve. Capacity Spectrum Method (Freeman 1998) is a reliable tool for determination of target displacements. This procedure is incorporate in the Eurocode 8 and enables calculation of behaviour factor and peak seismic response of the structure.en_GB
dc.description.abstract▪ During the passed couple of years the method is under active development. The main goal is to extend the method with inclusion a variety of relevant factors that may influence the structural behavior. [excerpt from Description]en_GB
dc.language.isoenen_GB
dc.publisherUniversity of Malta. Department of Building & Civil Engineeringen_GB
dc.rightsinfo:eu-repo/semantics/restrictedAccessen_GB
dc.subjectStructural analysis (Engineering) -- Mathematical modelsen_GB
dc.subjectEarthquake engineering -- Mathematical modelsen_GB
dc.subjectStructural analysis (Engineering) -- Computer programsen_GB
dc.subjectStructural frames -- Modelsen_GB
dc.subjectConcrete walls -- Design and constructionen_GB
dc.titleDesign seismic response evaluation for 2d frames and 3d wall systems with flexible foundation using capacity spectrum methoden_GB
dc.typebookParten_GB
dc.rights.holderThe copyright of this work belongs to the author(s)/publisher. The rights of this work are as defined by the appropriate Copyright Legislation or as modified by any successive legislation. Users may access this work and can make use of the information contained in accordance with the Copyright Legislation provided that the author must be properly acknowledged. Further distribution or reproduction in any format is prohibited without the prior permission of the copyright holder.en_GB
dc.description.reviewedpeer-revieweden_GB
Appears in Collections:Urban habitat constructions under catastrophic events : COST Action C26

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