Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/16439

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dc.contributor.authorLourenço, Paulo B.-
dc.contributor.authorVasconcelos, Graça-
dc.contributor.authorGouveia, João P.-
dc.date.accessioned2012-01-17T16:38:34Z-
dc.date.available2012-01-17T16:38:34Z-
dc.date.issued2008-
dc.identifier.urihttps://hdl.handle.net/1822/16439-
dc.description.abstractThe evolution of structural masonry is briefly reviewed, from old thrust line behavior to modern global behavior using shear walls. For modern structural masonry, the use of unreinforced, confined and reinforced masonry is addressed, discussing the influence of seismic hazard and presenting different solutions adopted in developed countries. Finally, two building systems for modern masonry structures recently developed at University of Minho are presented, one based on lightweight concrete blocks and another based on normal concrete blocks. The experimental and numerical work carried out is addressed, together with conclusions on the performance of the system for in-plane lateral loading.por
dc.language.isoengpor
dc.rightsopenAccesspor
dc.subjectBuilding technologypor
dc.subjectStructural masonrypor
dc.subjectTestingpor
dc.subjectTruss reinforcementpor
dc.titleInnovative solutions for masonry structures : conception, testing and applicationpor
dc.typeconferencePaperpor
dc.peerreviewedyespor
sdum.publicationstatuspublishedpor
oaire.citationStartPage59por
oaire.citationEndPage74por
oaire.citationTitle6th International Conference on Analytical Models and New Concepts in Concrete and Masonry Structurespor
sdum.conferencePublication6th International Conference on Analytical Models and New Concepts in Concrete and Masonry Structurespor
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