Assessment of the seismic capacity of stone masonry

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dc.contributor.author	Lemos, J. V.	pt_BR
dc.contributor.author	Campos Costa, A.	pt_BR
dc.contributor.author	Bretas, E. M.	pt_BR
dc.date.accessioned	2009-10-01T15:26:10Z	pt_BR
dc.date.accessioned	2010-04-21T10:05:17Z	pt_BR
dc.date.accessioned	2014-10-09T14:06:40Z	pt_BR
dc.date.accessioned	2017-04-12T14:55:23Z
dc.date.available	2009-10-01T15:26:10Z	pt_BR
dc.date.available	2010-04-21T10:05:17Z	pt_BR
dc.date.available	2014-10-09T14:06:40Z	pt_BR
dc.date.available	2017-04-12T14:55:23Z
dc.date.issued	2009	pt_BR
dc.identifier.uri	https://repositorio.lnec.pt/jspui/handle/123456789/16826
dc.description.abstract	Abstract. 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.extent	125485 bytes	pt_BR
dc.format.mimetype	application/pdf	pt_BR
dc.language.iso	eng	pt_BR
dc.rights	openAccess	pt_BR
dc.subject	Masonry structures	pt_BR
dc.subject	Seismic assessment	pt_BR
dc.subject	Discrete elements	pt_BR
dc.subject	Rigid blocks	pt_BR
dc.title	Assessment of the seismic capacity of stone masonry	pt_BR
dc.type	conferenceObject	pt_BR
dc.description.figures	10	pt_BR
dc.identifier.seminario	COMPDYN 2009	pt_BR
dc.identifier.local	Rhodes, Grécia	pt_BR
dc.description.sector	DBB/NMMF	pt_BR
dc.description.year	2009	pt_BR
dc.description.data	22-24 Junho 2009	pt_BR