Analysis on the diaphragm design as one storey stiffening method against lateral loads

Fabregas Cabrera, David

dc.contributor	Arnedo Pena, Alfredo
dc.contributor.author	Fabregas Cabrera, David
dc.contributor.other	Universitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció
dc.date.accessioned	2009-03-24T17:55:49Z
dc.date.available	2009-03-24T17:55:49Z
dc.date.issued	2005-11
dc.identifier.uri	http://hdl.handle.net/2099.1/6603
dc.description.abstract	The diaphragm design is one of the available methods to stiffen buildings globally against lateral loads. This dissertations covers three big issues in order to evaluate the suitability of this method for the one storey steel buildings: The strength and flexibility of a diaphragm in a shear field, the maximum achivable values of the diaphragm capacities and the interaction between the diaphragm and the building.
dc.language.iso	eng
dc.publisher	Universitat Politècnica de Catalunya
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::Enginyeria civil
dc.subject	Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.title	Analysis on the diaphragm design as one storey stiffening method against lateral loads
dc.title.alternative	Análisis del efecto diafragma como arriostramiento de naves mononivel frente a cargas laterales
dc.type	Minor thesis
dc.subject.lemac	Construccions metàl·liques -- Càlcul
dc.subject.lemac	Naus industrials
dc.rights.access	Open Access
dc.audience.educationlevel	Estudis de primer/segon cicle
dc.audience.mediator	Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports de Barcelona
dc.audience.degree	ENGINYERIA DE CAMINS, CANALS I PORTS (Pla 1995)