Exploració per autor "Moreno González, Rosángel"
Ara es mostren els items 8-12 de 12
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Performance of existing modernist buildings in Barcelona
Moreno González, Rosángel; Bairán García, Jesús Miguel (2015-08)
Article
Accés obertSeismic vulnerability of a set of unreinforced masonry aggregated buildings of more than 70 years old located in Barcelona (Spain) is investigated. Four different model buildings are studied: they consist of three isolated ... -
Seismic behavior of medium and high strength concrete buildings
Bairán García, Jesús Miguel; Moreno González, Rosángel; Peguero, J. (2015-05)
Article
Accés obertCurrent concrete technology has made higher concrete grades more affordable to mid and high-rise buildings; hence its use has been increasing in the late years as it allows for smaller cross-sections, reduction of the ... -
Seismic damage assessment of waffled slabs RC buildings of Barcelona
Moreno González, Rosángel; Bairán García, Jesús Miguel (2011-10-17)
Article
Accés restringit per política de l'editorialThe seismic damage of waffled-slabs reinforced concrete buildings in the city of Barcelona (Spain) is evaluated using Risk-UE methodology, which enables obtaining fragility curves of the structure in a simplified manner ... -
Seismic risk of traditional unreinforced masonry buildings of Barcelona, Spain
Moreno González, Rosángel; Pujades Beneit, Lluís; Barbat Barbat, Horia Alejandro; Lagomarsino, S. (2008-07-01)
Text en actes de congrés
Accés restringit per política de l'editorialThe unreinforced masonry residential buildings of Barcelona have a high seismic vulnerability not only due to their average age of more than 80 years but also because they were designed and built without any consideration ... -
Vulnerabilidad sísmica de los edificios de hormigón armado con forjados reticulares
Moreno González, Rosángel; Aparicio Bengoechea, Ángel Carlos; Pujades Beneit, Lluís; Barbat Barbat, Horia Alejandro (2009-09)
Article
Accés restringit per política de l'editorialLos estudios de vulnerabilidad son importantes para evaluar el riesgo sísmico y su aplicación es primordial en zonas de sismicidad moderada o baja, donde es frecuente encontrar edificios de hormigón armado que no incluyen ...