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dc.contributorBairán García, Jesús Miguel
dc.contributor.authorFigueras Pelijero, Gerard
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2019-03-20T16:05:21Z
dc.date.available2019-03-20T16:05:21Z
dc.date.issued2018-09-28
dc.identifier.urihttp://hdl.handle.net/2117/130668
dc.description.abstractDesign standards allows designing for reduced seismic force in terms of behaviour ductility factor, which is tabulated in codes for different structural systems. However, its values differ significantly in different countries. Although failure can be avoided, damage can be significant and difficult to control with the standard procedure. This research will investigate the effects of different behaviour factors on the ductility demand, which is representative of the expected damage, for different types of earthquakes, hysteresis shapes and systems.
dc.language.isospa
dc.publisherUniversitat Politècnica de Catalunya
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil
dc.subject.lcshEarthquake engineering
dc.subject.lcshDatabases
dc.subject.otherfactor de reducción
dc.subject.othersismología
dc.subject.otheranálisis no-lineal
dc.subject.otherespectro de respuesta
dc.titleRelación entre la factor de comportamiento y la demanda de ductilidad en función de distintas características sísmicas
dc.typeBachelor thesis
dc.subject.lemacEnginyeria sísmica
dc.subject.lemacBases de dades
dc.identifier.slugPRISMA-134343
dc.rights.accessOpen Access
dc.date.updated2018-10-31T19:01:43Z
dc.audience.educationlevelGrau
dc.audience.mediatorEscola Tècnica Superior d'Enginyers de Camins, Canals i Ports de Barcelona
dc.audience.degreeGRAU EN ENGINYERIA CIVIL (Pla 2010)


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