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Energy-based design of a seismic protection system of timber platform frame buildings using energy dissipators
dc.contributor.author | López Almansa, Francisco |
dc.contributor.author | Segués Aguasca, Edgar |
dc.contributor.author | Rodríguez Cantalapiedra, Inma |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Estructures a l'Arquitectura |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament de Construccions Arquitectòniques II |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament de Física Aplicada |
dc.date.accessioned | 2015-01-07T19:30:35Z |
dc.date.created | 2014 |
dc.date.issued | 2014 |
dc.identifier.citation | Lopez Almansa, F.; Segues, E.; Rodriguez, I. Energy-based design of a seismic protection system of timber platform frame buildings using energy dissipators. A: Second European Conference on Earthquake Engineering and Seismology. "Proceedings of Second European Conference on Earthquake Engineering and Seismology". Estambul: 2014, p. 1-12. |
dc.identifier.uri | http://hdl.handle.net/2117/25158 |
dc.description.abstract | This paper deals with a new seismic protection system for timber platform frame buildings, either for retrofit or for new construction. The system consists in connecting the timber frame to a steel framed structure that includes hysteretic energy dissipators designed to absorb most of the seismic input energy thus protecting the timber frame and the other steel members; alternatively, the system might contain other dissipative devices. The steel structure comprises horizontal beam-like elements, vertical column-like elements and chevron-like bracing members; the beam-like elements are steel belts embracing each slab of the building and the bracing members hold the energy dissipators. The steel structure is self-supporting, i.e. the timber frame is not affected by horizontal actions and can be designed without accounting for any seismic provision; in turn, the steel members do not participate in the main carrying-loads system. The timber-steel contact is even, smoothed and spread; it guarantees that the yielding of the dissipators is prior to any timber failure. This research belongs to a wider project aiming to promote the structural and constructional use of timber by improving the seismic capacity of wooden buildings; this research includes experiments and advanced numerical simulation aiming to derive accurate design criteria. |
dc.format.extent | 12 p. |
dc.language.iso | eng |
dc.rights | Attribution-NonCommercial-NoDerivs 3.0 Spain |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/3.0/es/ |
dc.subject | Àrees temàtiques de la UPC::Física |
dc.subject.lcsh | Earthquake resistant design |
dc.subject.lcsh | Wooden-frame buildings |
dc.subject.other | Energy-based design |
dc.subject.other | Seismic protection system |
dc.subject.other | Timber platform frame buildings |
dc.subject.other | Energy dissipators |
dc.title | Energy-based design of a seismic protection system of timber platform frame buildings using energy dissipators |
dc.type | Conference lecture |
dc.subject.lemac | Construccions antisísmiques |
dc.subject.lemac | Construcció en fusta |
dc.contributor.group | Universitat Politècnica de Catalunya. GIES - Geofísica i Enginyeria Sísmica |
dc.contributor.group | Universitat Politècnica de Catalunya. GICITED - Grup Interdiciplinari de Ciència i Tecnologia en l'Edificació |
dc.rights.access | Restricted access - publisher's policy |
local.identifier.drac | 15359194 |
dc.description.version | Postprint (published version) |
dc.date.lift | 10000-01-01 |
local.citation.author | Lopez Almansa, F.; Segues, E.; Rodriguez, I. |
local.citation.contributor | Second European Conference on Earthquake Engineering and Seismology |
local.citation.pubplace | Estambul |
local.citation.publicationName | Proceedings of Second European Conference on Earthquake Engineering and Seismology |
local.citation.startingPage | 1 |
local.citation.endingPage | 12 |