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Parametric dynamic analysis of a masonry wall with lintels of reinforced concrete over the openings

Stavroulaki Maria, Liarakos Evaggelos

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URIhttp://purl.tuc.gr/dl/dias/A3602660-3414-48FE-9CF2-84232560E611-
Identifierhttps://doi.org/10.13140/RG.2.1.3354.1605-
Languageen-
Extent8 pagesen
TitleParametric dynamic analysis of a masonry wall with lintels of reinforced concrete over the openingsen
CreatorStavroulaki Mariaen
CreatorΣταυρουλακη Μαριαel
CreatorLiarakos Evaggelosen
CreatorΛιαρακος Ευαγγελοςel
Content SummaryIn order to study the unilateral contact effects (i.e. separation, sliding) between the lintels of reinforced concrete over the openings and the masonry wall, a parametric nonlinear dynamic analysis was done. The nonlinear behaviour of the masonry is modelled by means of appropriately modified elastoplastic laws. Different values of the friction coefficient, various designs forthe roof and the horizontal plates at the first floor and various earthquakes are considered. From the analysis it is shown that the influence of this reinforcement on the dynamic response of masonry structures depends on many parameters like the magnitude of the ground motion and the friction coefficient of the interface between the lintels and the masonry. The positive effects of contact mechanisms can be reduced in case of a strong motion where topical relief in parallel with stress concentration to other places appearen
Type of ItemΠλήρης Δημοσίευση σε Συνέδριοel
Type of ItemConference Full Paperen
Licensehttp://creativecommons.org/licenses/by/4.0/en
Date of Item2015-10-14-
Date of Publication2007-
SubjectApplied mechanicsen
SubjectEngineering, Mechanicalen
Subjectmechanics applieden
Subjectapplied mechanicsen
Subjectengineering mechanicalen
SubjectAseismic designen
SubjectSeismic designen
Subjectearthquake resistant designen
Subjectaseismic designen
Subjectseismic designen
Bibliographic CitationM.E. Stavroulaki, V. B. Liarakos,"Parametric dynamic analysis of a masonry wall with lintels of reinforced concrete over the openings ,"in 2007 Thematic Conf. on Computational Meth. in Structural Dyn. and Earthquake Engi.,doi:10.13140/RG.2.1.3354.1605en

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