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dc.contributor.authorLópez Almansa, Francisco
dc.contributor.authorEskubi Ugarte, Ignacio
dc.contributor.authorAraníbar, Hugo
dc.contributor.authorMas, Cristina
dc.contributor.authorRoca Fabregat, Pedro
dc.contributor.authorClapés Boixader, Jaume
dc.contributor.authorCaselles Magallón, Josep Oriol
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Tecnologia de l'Arquitectura
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2017-01-24T13:51:02Z
dc.date.available2017-01-24T13:51:02Z
dc.date.issued2014
dc.identifier.citationLopez Almansa, F., Eskubi, I., Araníbar, H., Mas, C., Roca, P., Clapés, J., Caselles, J. Buildings in Barcelona protected from railway-induced vibrations with base isolation. A: World Conference on Structural Control and Monitoring. "Proceedings of the 6th World Conference on Structural Control and Monitoring: 6WCSCM". Barcelona: Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 2014, p. 1-12.
dc.identifier.isbn978-84-942844-5-8
dc.identifier.urihttp://hdl.handle.net/2117/99954
dc.description.abstractThis work describes two mid-height RC base isolated buildings recently erected in Barcelona. Both buildings are located near the main railway station in Barcelona (Barcelona-Sants), thus undergoing dynamic excitations due to intensive railway traffic. The base isolation system consists of spring-dashpot devices located at the ground level. The isolators were designed after the expected input according to extensive field measurements. The moderate levels of vibrations detected from numerical simulations (dynamic analyses) and from present observations confirm the efficiency of the base isolation systems.
dc.format.extent12 p.
dc.language.isoeng
dc.publisherCentre Internacional de Mètodes Numèrics en Enginyeria (CIMNE)
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Edificació::Elements constructius d'edificis::Elements estructurals d'edificis
dc.subjectÀrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Modelització matemàtica
dc.subject.lcshRailroads -- Rails -- Vibration
dc.subject.lcshVibrations -- Mathematical models
dc.subject.lcshEarthquake resistant design
dc.subject.lcshEarthquake engineering
dc.titleBuildings in Barcelona protected from railway-induced vibrations with base isolation
dc.typeConference report
dc.subject.lemacFerrocarrils -- Vies -- Vibració
dc.subject.lemacVibracions -- Models matemàtics
dc.subject.lemacDisseny antisísmic
dc.subject.lemacEnginyeria sísmica
dc.contributor.groupUniversitat Politècnica de Catalunya. GIES - Geofísica i Enginyeria Sísmica
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.identifier.dlB-16310-2014
dc.rights.accessOpen Access
local.identifier.drac19527189
dc.description.versionPostprint (published version)
local.citation.authorLopez Almansa, F.; Eskubi, I.; Araníbar, H.; Mas, C.; Roca, P.; Clapés, J.; Caselles, J.
local.citation.contributorWorld Conference on Structural Control and Monitoring
local.citation.pubplaceBarcelona
local.citation.publicationNameProceedings of the 6th World Conference on Structural Control and Monitoring: 6WCSCM
local.citation.startingPage1
local.citation.endingPage12


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Except where otherwise noted, content on this work is licensed under a Creative Commons license : Attribution-NonCommercial-NoDerivs 3.0 Spain