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Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/16826
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dc.contributor.authorLemos, J. V.pt_BR
dc.contributor.authorCampos Costa, A.pt_BR
dc.contributor.authorBretas, E. M.pt_BR
dc.date.accessioned2009-10-01T15:26:10Zpt_BR
dc.date.accessioned2010-04-21T10:05:17Zpt_BR
dc.date.accessioned2014-10-09T14:06:40Zpt_BR
dc.date.accessioned2017-04-12T14:55:23Z-
dc.date.available2009-10-01T15:26:10Zpt_BR
dc.date.available2010-04-21T10:05:17Zpt_BR
dc.date.available2014-10-09T14:06:40Zpt_BR
dc.date.available2017-04-12T14:55:23Z-
dc.date.issued2009pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/16826-
dc.description.abstractAbstract. The application of discrete element models based on rigid block formulations to the analysis of masonry walls under horizontal out-of-plane loading is discussed. The problems raised by the representation of an irregular fabric by a simplified block pattern are addressed. A test problem provides a comparison of various regular and random block patterns, showing their influence on the failure loads. An example of application of a rigid block model to a wall capacity problem is presented.pt_BR
dc.format.extent125485 bytespt_BR
dc.format.mimetypeapplication/pdfpt_BR
dc.language.isoengpt_BR
dc.rightsopenAccesspt_BR
dc.subjectMasonry structurespt_BR
dc.subjectSeismic assessmentpt_BR
dc.subjectDiscrete elementspt_BR
dc.subjectRigid blockspt_BR
dc.titleAssessment of the seismic capacity of stone masonrypt_BR
dc.typeconferenceObjectpt_BR
dc.description.figures10pt_BR
dc.identifier.seminarioCOMPDYN 2009pt_BR
dc.identifier.localRhodes, Gréciapt_BR
dc.description.sectorDBB/NMMFpt_BR
dc.description.year2009pt_BR
dc.description.data22-24 Junho 2009pt_BR
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