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Πεδίο DCΤιμήΓλώσσα
dc.contributor.authorAsteris, Panagiotis G.-
dc.contributor.authorCotsovos, D.M.-
dc.contributor.authorChrysostomou, Christis-
dc.contributor.authorMohebkhah, A.-
dc.contributor.authorAl-Chaare, G.K.-
dc.date.accessioned2016-07-15T11:25:19Z-
dc.date.available2016-07-15T11:25:19Z-
dc.date.issued2013-11-
dc.identifier.citationEngineering Structures, 2013, vol. 56, pp. 1905–1921en_US
dc.identifier.issn01410296-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/8686-
dc.description.abstractThe in-plane contribution of infill walls on the structural response of infilled frame structures is an important problem and many research initiatives, via experimental and numerical methods, have been conducted in order to investigate it thoroughly. As a result, the need to consider these research findings on the structural performance has been acknowledged in the latest generation of structural design codes. However, due to the uncertainties concerning the behavior of masonry at the material and structural level, these elements are usually ignored during practical structural analysis and design. They are overtly considered only when there is suspicion that their influence is detrimental to the overall structural response or to the behavior of individual load bearing elements or when it is necessary to justify an improvement in the overall load-carrying capacity or structural performance in general. In this paper, a thorough overview of the different micromodels proposed for the analysis of infilled frames is presented, and the advantages and disadvantages of each micromodel are pointed out (this paper follows our recent review paper on the state-of-the-art of the mathematical macromodeling of infilled frames, thus completing the overview of both macro- and micro- models in the field). Practical recommendations for the implementation of the different models are also presented.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofEngineering Structuresen_US
dc.rights© Elsevieren_US
dc.subjectDiscrete element methoden_US
dc.subjectFinite elementsen_US
dc.subjectInfilled framesen_US
dc.subjectInterface elementsen_US
dc.subjectMasonryen_US
dc.subjectNonlinear analysisen_US
dc.subjectUnited States of Americaen_US
dc.titleMathematical micromodeling of infilled frames: State of the arten_US
dc.typeArticleen_US
dc.collaborationSchool of Pedagogical and Technological Educationen_US
dc.collaborationSchool of the Built Environmenten_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationMalayer Universityen_US
dc.collaborationConstruction Engineering Research Laboratories (CERL)en_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.countryGreeceen_US
dc.countryUnited Kingdomen_US
dc.countryCyprusen_US
dc.countryIranen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1016/j.engstruct.2013.08.010en_US
dc.dept.handle123456789/148en
dc.relation.volume56en_US
cut.common.academicyear2013-2014en_US
dc.identifier.spage1905en_US
dc.identifier.epage1921en_US
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
item.openairetypearticle-
crisitem.journal.journalissn0141-0296-
crisitem.journal.publisherElsevier-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-7141-7423-
crisitem.author.parentorgFaculty of Engineering and Technology-
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