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dc.contributorCarlo Pellegrino
dc.contributor.authorCanas Fontcuberta, Gerard
dc.date.accessioned2012-02-28T19:41:19Z
dc.date.available2012-02-28T19:41:19Z
dc.date.issued2010
dc.identifier.urihttp://hdl.handle.net/2099.1/14457
dc.description.abstractThe laboratory of the department of Constructions and Transports from the Università degli Studi di Padova needed a structure of steel to execute fatigue test. For this reason, the present project is based on the calculations and the design of this structure. In order to be carried out, the project has followed the valid rule obtained from the Eurocode 3, Design of steel structures, as a basic normative. Moreover, the demands that the structure have to bear in order to take them into account in its calculation and design have been studied too. One of the main objectives is to study the resistance to fatigue of the structure because the tests consist of applying a load of 1500 kN with a punctual shape repeatedly.
dc.language.isoeng
dc.publisherUniversitat Politècnica de Catalunya
dc.publisherUniversità degli Studi di Padova
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Càlcul d'estructures
dc.subject.lcshBuilding, Iron and steal
dc.subject.lcshSteel -- Fracture
dc.subject.lcshStructural design
dc.titleStructural design of framed steel structure for fatigue laboratory tests
dc.typeMaster thesis (pre-Bologna period)
dc.subject.lemacConstruccions metal·liques
dc.subject.lemacAcer -- Fractura
dc.subject.lemacDisseny d'estructures
dc.rights.accessRestricted access - author's decision
dc.audience.educationlevelEstudis de primer/segon cicle
dc.audience.mediatorEscola Tècnica Superior d'Enginyeria Industrial de Barcelona
dc.provenanceAquest document conté originàriament altre material i/o programari no inclòs en aquest lloc web
dc.audience.degreeENGINYERIA INDUSTRIAL (Pla 1994)
dc.description.mobilityOutgoing


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