Please use this identifier to cite or link to this item: https://ktisis.cut.ac.cy/handle/10488/14161
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dc.contributor.authorAsteris, Panagiotis G.-
dc.contributor.authorChrysostomou, Christis-
dc.contributor.authorGiannopoulos, Ioannis-
dc.contributor.authorRicci, Paolo-
dc.date.accessioned2019-06-28T07:21:52Z-
dc.date.available2019-06-28T07:21:52Z-
dc.date.issued2013-01-01-
dc.identifier.citationComputational Methods in Applied Sciences, Volume 30, 2013, Pages 197-224en_US
dc.identifier.isbn18713033-
dc.identifier.urihttps://ktisis.cut.ac.cy/handle/10488/14161-
dc.description.abstract© Springer Science+Business Media Dordrecht 2013. This chapter presents an assessment of the behavior of infilled framed structures. The feasibility of possible immediate implementation of some recent developments both in analysis and design of infilled frames for practical design is investigated. It is now widely recognized that masonry infill panels, used in reinforced concrete (R/C) frame structures, significantly enhance both the stiffness and the strength of the surrounding frame. However, their contribution is often not taken into account because of the lack of knowledge of the composite behavior of the surrounding frame and the infill panel. Currently, Seismic Design Guidelines contain provisions for the calculation of the stiffness of solid infilled frames mainly by modeling infill walls as “diagonal struts.” However, such provisions are not provided for infilled frames with openings. The present study, based on available finite element results, proposes analytical equation for obtaining the reduction factor, which is the ratio of the effective width of a diagonal strut representing a wall with an opening over that of the solid RC infilled frame. The validity of the proposed equations is demonstrated by comparing our results, against work done by various researchers.en_US
dc.language.isoenen_US
dc.relation.ispartofComputational Methods in Applied Sciencesen_US
dc.subjectInfilled framesen_US
dc.subjectMasonryen_US
dc.subjectSeismic responsesen_US
dc.subjectShear distributionen_US
dc.subjectStiffnessen_US
dc.titleModeling of infilled framed structuresen_US
dc.typeArticleen_US
dc.collaborationSchool of Pedagogical & Technological Educationen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationUniversity of Naples Federico IIen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscription Journalen_US
dc.countryGreeceen_US
dc.countryCyprusen_US
dc.countryItalyen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1007/978-94-007-6573-3_10en_US
dc.identifier.scopus2-s2.0-85006750251-
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85006750251-
cut.common.academicyear2012-2013en_US
item.grantfulltextnone-
item.fulltextNo Fulltext-
item.languageiso639-1other-
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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