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dc.contributor.authorBarros Ricardo;Rodrigues Hugo;Varum Humberto;Costa Aníbal;Correia Mariana
dc.date.accessioned2019-02-26T07:53:52Z
dc.date.available2019-02-26T07:53:52Z
dc.date.issued2018
dc.identifier.other%28ASCE%29AE.1943-5568.0000258.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250133
dc.description.abstractRammed-earth constructions are present all over the world and are common in Portugal, especially in the southern part of the country. In recent years, several research works published on this topic focused on characterizing the mechanical properties and understanding the structural behavior of buildings through experimental and numerical works. Much of the work focused on the characterization of the seismic vulnerability of rammed-earth construction. The research presented in this paper offers another contribution on this topic, particularly in understanding the influence of construction elements in a vernacular seismic culture. On the basis of a simplified case study, derived from a real building, a set of numerical analyses was carried out to assess the influence of the geometry, layout, and different retrofitting solutions typical of vernacular rammed-earth constructions on behavior and seismic performance.
dc.publisherAmerican Society of Civil Engineers
dc.titleSeismic Analysis of a Portuguese Vernacular Building
dc.typeJournal Paper
dc.journal.volume24
dc.journal.issue1
dc.journal.titleJournal of Architectural Engineering
dc.identifier.doi10.1061/(ASCE)AE.1943-5568.0000258
dc.page5017010
dc.treeJournal of Architectural Engineering:;2018:;Volume ( 024 ):;issue: 001
dc.contenttypeFulltext


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