DSpace DSpace UPC
 Català   Castellano   English  

E-prints UPC >

Llistant per Autor Casafont Ribera, Miguel

Saltar a: 0-9 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
O introdueix les primeres lletres:   
Ordenar per: En ordre: Resultats/Pàgina Autors/Registre:
Mostrant resultats 1 a 20 de 20
Vista preliminarDataTítolAutor(s)
16-abr-2011An experimental investigation of distortional buckling of steel storage rack columnsCasafont Ribera, Miguel; Pastor Artigues, María Magdalena; Roure Fernández, Francisco; Peköz, Teoman
11-abr-2012An investigation on the design of steel storage rack columns via the direct strength methodCasafont Ribera, Miguel; Pastor Artigues, María Magdalena; Roure Fernández, Francisco; Bonada Bo, Jordi; Peköz, Teoman
2010Design of cold-formed steel curved panelsCasafont Ribera, Miguel; Ferrer Ballester, Miquel; Marimón Carvajal, Federico
14-mai-2013Determination of beam-to-column connection characteristics in pallet rack structures: a comparison of the EN and ANSI methods and an analysis of the influence of the moment-to-shear ratiosRoure Fernández, Francisco; Somalo Coarasa, María Rosa; Casafont Ribera, Miguel; Pastor Artigues, María Magdalena; Bonada Bo, Jordi; Peköz, Teoman
24-mai-2013Distortional buckling strength of American type cold formed rack columnsCasafont Ribera, Miguel; Roure Fernández, Francisco; Somalo Coarasa, María Rosa
casafont_experimental_2007.pdf.jpgjul-2007Experimental testing of joints for seismic design of lightweight structures. Part 3: gussets, corner joints, x-braced framesCasafont Ribera, Miguel; Arnedo Pena, Alfredo; Roure Fernández, Francisco; Rodríguez Ferran, Antonio
casafont_experimental_2006.pdf.jpgfeb-2006Experimental testing of joints for seismic design of lightweight structures: part 1: screwed joints in strapsCasafont Ribera, Miguel; Arnedo Pena, Alfredo; Roure Fernández, Francisco; Rodríguez Ferran, Antonio
casafont_experimental(2)_2006.pdf.jpgjun-2006Experimental testing of joints for seismic design of lightweight structures: part 2: bolted joints in strapsCasafont Ribera, Miguel; Arnedo Pena, Alfredo; Roure Fernández, Francisco; Rodríguez Ferran, Antonio
Casariego - Casafont - 0547.pdf.jpg2011Failure mechanisms of curved trapezoidal steel sheetingCasafont Ribera, Miguel; Ferrer Ballester, Miquel; Marimón Carvajal, Federico
mar-2014Imperfection amplitudes for nonlinear analysis of open thin-walled steel cross-sections used in rack column uprightsPastor Artigues, María Magdalena; Casafont Ribera, Miguel; Bonada Bo, Jordi; Roure Fernández, Francisco
17-des-2013Informe sobre la sensibilitat de l'anàlisi geomètricament no lineal d'estructures de prestatgeries respecte al número d'elements finits utilitzats ens la discretització dels models i a la metodologia del càlculMundet Bolós, Marc; Casafont Ribera, Miguel; Roure Fernández, Francisco
des-2012Linear buckling analysis of perforated steel storage rack columns with the Finite Strip MethodCasafont Ribera, Miguel; Pastor Artigues, María Magdalena; Bonada Bo, Jordi; Roure Fernández, Francisco; Peköz, Teoman
2011Linear Buckling Analysis of Thin-Walled Members Combining the Generalised Beam Theory and the Finite Element MethodCasafont Ribera, Miguel; Marimón Carvajal, Federico; Pastor Artigues, María Magdalena; Ferrer Ballester, Miquel
nov-2009Optimization of cold-formed steel pallet racking cross-sections for flexural-torsional buckling with constraints on the geometryPastor Artigues, María Magdalena; Casafont Ribera, Miguel; Chillarón Jordán, Eduardo; Lusa García, Amaia; Roure Fernández, Francisco; Somalo Coarasa, María Rosa
abr-2011Perfiles metálicos con secciones abiertas de pared delgadaRoure Fernández, Francisco; Pastor Artigues, María Magdalena; Bonada Bo, Jordi; Casafont Ribera, Miguel; Minguella Canela, Joaquim
17-des-2013Programa d'elements finits barra en 2D creat al Departament d’Elasticitat i Resistència de Materials per al desenvolupament d'una aplicació professional per a una empresa de fabricació de prestatgeriesMundet Bolós, Marc; Casafont Ribera, Miguel; Roure Fernández, Francisco; Ferrer Ballester, Miquel
gen-2013Residual stresses and initial imperfections in non-linear analysisPastor Artigues, María Magdalena; Bonada Bo, Jordi; Roure Fernández, Francisco; Casafont Ribera, Miguel
5-nov-2011Selection of the initial geometrical imperfection in nonlinear FE analysis of cold-formed steel rack columnsBonada Bo, Jordi; Casafont Ribera, Miguel; Roure Fernández, Francisco; Pastor Artigues, María Magdalena
Bilbao Rollform 09.pdf.jpg14-oct-2009Simulation of the Roll-Forming Process for the Determination of the Relevant Residual Stresses of Cold-Formed Steel MembersRoure Fernández, Francisco; Pastor Artigues, María Magdalena; Casafont Ribera, Miguel; Bonada Bo, Jordi
5-oct-2010Stub column tests for racking design: Experimental testing, FE analysis and EC3Roure Fernández, Francisco; Pastor Artigues, María Magdalena; Casafont Ribera, Miguel; Somalo Coarasa, María Rosa
Mostrant resultats 1 a 20 de 20

 

Valid XHTML 1.0! Programari DSpace Copyright © 2002-2004 MIT and Hewlett-Packard Comentaris
Universitat Politècnica de Catalunya. Servei de Biblioteques, Publicacions i Arxius