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dc.contributor.authorBeatini, Valentina
dc.contributor.authorRoyer-Carfagni, Gianni
dc.contributor.authorTasora, Alessandro
dc.date.accessioned2019-08-15T10:02:10Z
dc.date.available2019-08-15T10:02:10Z
dc.date.issued2017en_US
dc.identifier.citationCOMPUTERS & STRUCTURES Volume: 187 Pages: 88-100 DOI: 10.1016/j.compstruc.2017.02.002en_US
dc.identifier.issn0045-7949
dc.identifier.issneISSN: 1879-2243
dc.identifier.otherDOI: 10.1016/j.compstruc.2017.02.002
dc.identifier.otherAccession Number: WOS:000401675600007
dc.identifier.urihttp://acikerisim.agu.edu.tr/xmlui/handle/20.500.12573/78
dc.descriptionThe authors are grateful to Prof. Raffaello Bartelletti (Bartelletti Design Bureau, Pisa, Italy) for inspiring discussion during the preparation of this work. Partial support of the Abdullah Gul University, under project number FUA-2017-85, is gratefully acknowledged. G.R.C. also acknowledges the partial support of the Italian Dipartimento della Protezione Civile, under project ReLUIS-DPC 2014-2018, and of the Italian Ministry of University and Scientific Research, under grant MIUR-PRIN voce COAN 5.50.16.01 code 2015JW9NJT.en_US
dc.description.abstractA Non-Smooth Contact Dynamic (NSCD) formulation is used to analyze complex assemblies of rigid blocks, representative of real masonry structures. A model of associative friction sliding is proposed, expressed through a Differential Variational Inequality (DVI) formulation, relying upon the theory of Measure Differential Inclusion (MDI). A regularization is used in order to select a unique solution and to avoid problems of indeterminacy in redundant contacts. This approach, complemented with an optimized collision detection algorithm for convex contacts, results to be reliable for dynamic analyses of masonry structures under static and dynamic loads. The approach is comprehensive, since we implement a custom NSCD simulator based on the Project Chrono C++ framework, and we design custom tools for pre-and post-processing through a user-friendly parametric design software. Representative examples confirm that the method can handle 3-D complex structures, as typically are architectural masonry constructions, under both static and dynamic loading. (C) 2017 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorshipAbdullah Gul University / FUA-2017-85 Italian Dipartimento della Protezione Civile, under project ReLUIS-DPC Italian Ministry of University and Scientific Research, under grant MIUR-PRIN /COAN 5.50.16.01 / 2015JW9NJTen_US
dc.language.isoengen_US
dc.publisherPERGAMON-ELSEVIER SCIENCE LTD, THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLANDen_US
dc.relation.ispartofseriesCOMPUTERS & STRUCTURES;Volume: 187 Pages: 88-100
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectNon-Smooth Contact Dynamic (NSCD)en_US
dc.subjectMeasure Differential Inclusion (MDI)en_US
dc.subjectAssociative frictionen_US
dc.subjectMasonryen_US
dc.subjectRigid blocksen_US
dc.subjectDynamic analysisen_US
dc.titleA regularized non-smooth contact dynamics approach for architectural masonry structuresen_US
dc.typearticleen_US
dc.contributor.departmentAGÜ, Mimarlık Fakültesi, Mimarlık Bölümüen_US
dc.contributor.institutionauthor
dc.identifier.doi10.1016/j.compstruc.2017.02.002
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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