Ara es mostren els items 31-50 de 52

    • Innovative shear transfer system for Concrete Filled Steel Tubes (CFST) in columns 

      Soltanalipour, Milad; Ferrer Ballester, Miquel; Albareda Valls, Albert; Marimón Carvajal, Federico; Casafont Ribera, Miguel; Iglesias Torquero, Gorka (2021-09)
      Article
      Accés restringit per política de l'editorial
      The common failure mode of composite steel-concrete structural elements, such as composite columns, generally occurs due to the relative slipping or separation of the steel sheet and the concrete. This leads to materials ...
    • Investigation on the down-aisle ductility of multiple bay pallet racks by means of pushover analyses 

      Bové Tous, Oriol; Casafont Ribera, Miguel; Bonada Bo, Jordi; Ferrer Ballester, Miquel; López Almansa, Francisco (2023-07)
      Article
      Accés obert
      This paper presents numerical pushover analyses on multiple bay pallet racks, aiming to quantify variations in global ductility when using different beam-to-upright connections. The connections differ in the layout of the ...
    • Learning in engineering through design, construction, analysis and experimentation 

      Pastor Artigues, María Magdalena; Roure Fernández, Francisco; Ferrer Ballester, Miquel; Ayneto Gubert, Javier; Casafont Ribera, Miguel; Pons Poblet, Josep Maria; Bonada Bo, Jordi (Tempus Publications, 2019)
      Article
      Accés obert
      The experience presented is part of the teaching of two subjects of the Mechanics discipline: Continuum Mechanics and Strength of Materials, in the field of Mechanical and Industrial Engineering. In the bachelor’s degree ...
    • Linear Buckling Analysis of Thin-Walled Members Combining the Generalised Beam Theory and the Finite Element Method 

      Casafont Ribera, Miguel; Marimón Carvajal, Federico; Pastor Artigues, María Magdalena; Ferrer Ballester, Miquel (2011)
      Article
      Accés restringit per política de l'editorial
      A finite element procedure to carry out linear buckling analysis of thin-walled members is developed on the basis of the existing Generalised Beam Theory (GBT) and constrained Finite Strip Method (cFSM). It allows designers ...
    • Local buckling of cold-formed steel trapezoidal sheets: data for finite element model validation 

      Casafont Ribera, Miguel; Marimon Viadiu, Frederic; Bové Tous, Oriol; Ferrer Ballester, Miquel; Centelles Soler, Xavier (Elsevier, 2024-01)
      Article
      Accés obert
      Data is provided from a validation example for a finite element model of a cold-formed steel trapezoidal sheet. The sheet is subjected to bending, failing due to local buckling. The numerical model and the validation ...
    • Manual de buenas prácticas para fomentar el aprendizaje en las asignaturas de resistencia de materiales y estructuras 

      Suárez Arroyo, Benjamín; Rivera Amores, Juan José; Ferrer Ballester, Miquel (2010-07-01)
      Report de recerca
      Accés obert
      El Manual está estructurado en tres grandes capítulos y unas consideraciones finales. Cada uno de estos capítulos trata aspectos diferentes pero complementarios. El primero nos introduce en el EEES, haciendo referencia a ...
    • Material multimèdia per a l'aprenentatge i autoavaluació de la mecànica dels medis continus i la teoria d'estructures 

      Ferrer Ballester, Miquel; Avellaneda, David; Diego, Alberto; Vallès, Albert (Universitat Politècnica de Catalunya. Institut de Ciències de l'Educació, 2010-02-11)
      Comunicació de congrés / Text en actes de congrés
      Accés obert
      Adaptació del material pre-existent –presentacions Power-Point, Activitats del campus digital Atenea (Moodle), Llibre (Edicions UPC), Problemes, exercicis i pràctiques de laboratori– a un format únic i "auto-portant" que ...
    • MECÀNICA DELS MEDIS CONTINUS (5è quadrimestre) 

      Ferrer Ballester, Miquel (Universitat Politècnica de Catalunya, 2013-01-14)
      Examen
      Accés restringit a la comunitat UPC
    • MECÀNICA DELS MEDIS CONTINUS (Examen final 2n quadrimestre) 

      Ferrer Ballester, Miquel (Universitat Politècnica de Catalunya, 2013-06-25)
      Examen
      Accés restringit a la comunitat UPC
    • Mecánica del medio continuo en la ingeniería : teoría y problemas resueltos 

      Ayneto Gubert, Javier; Ferrer Ballester, Miquel (Iniciativa Digital Politècnica, 2012)
      Llibre
      Accés obert
      La mecánica del medio continuo parte de la mecánica de sistemas de partículas que interaccionan para dar lugar a un modelo material, sólido o fluido, mucho más genérico que el de sólido rígido. La mecánica del medio continuo ...
    • New full connection system for composite slabs: real scale tests 

      Ferrer Ballester, Miquel; Marimón Carvajal, Federico; Gámez, Ricardo (2014)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      Currently, most cold-formed steel sheet designs for composite slabs incorporate a repeating pattern of embossments along the entire length of the steel sheet ribs. Their function is to hinder the longitudinal slipping, ...
    • New full connection system for composite slabs: real scale tests 

      Ferrer Ballester, Miquel; Marimón Carvajal, Federico; Gámez, Ricardo (2014)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      Currently, most cold-formed steel sheet designs for composite slabs incorporate a repeating pattern of embossments along the entire length of the steel sheet ribs. Their function is to hinder the longitudinal slipping, ...
    • New shear transfer system for concrete-filled steel tube (CFST) columns 

      Soltanalipour, Milad; Ferrer Ballester, Miquel; Marimón Carvajal, Federico; Albareda Valls, Albert; Casafont Ribera, Miguel; Iglesias Torquero, Gorka (John Wiley & sons, 2022-05)
      Article
      Accés restringit per política de l'editorial
      Concrete-filled steel tube (CFST) columns are frequently used in construction due to their high ductility and improved loadbearing capacities. At beam-to-CFST column joints, gusset plates are welded to the outer face ...
    • Numerical investigation on a seismic testing campaign on adjustable pallet rack speed-lock connections 

      Bové Tous, Oriol; Ferrer Ballester, Miquel; López Almansa, Francisco; Roure Fernández, Francisco (Elsevier, 2022-02)
      Article
      Accés obert
      This paper presents numerical simulations of a suite of cantilever seismic tests of speed-lock connections between beam and upright members of adjustable pallet rack systems. The tested specimens differ in the endplate-to-beam ...
    • Programa 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 prestatgeries 

      Mundet Bolós, Marc; Casafont Ribera, Miguel; Roure Fernández, Francisco; Ferrer Ballester, Miquel (2013-12-17)
      Report de recerca
      Accés restringit per acord de confidencialitat
      Informe sobre el programa d'anàlisi d'estructures lineal, geomètricament no lineal, i dinámica, realitzat per a una empresa de construcció de prestatgeries.
    • Resistencia de materiales : problemas resueltos 

      Ferrer Ballester, Miquel; Macias Serra, José Luis; Marimón Carvajal, Federico; Pastor Artigues, María Magdalena; Roure Fernández, Francisco; Vilaseca Vilanova, Luis (Edicions UPC, 1999)
      Llibre
      Accés restringit a la comunitat UPC
      El presente libro es una colección de problemas resueltos, destinada a facilitar el aprendizaje de la resistencia de materiales a través de su aplicación a ejemplos concretos. Ha sido elaborado pensando en su uso por parte ...
    • Resistencia de materiales : problemas resueltos 

      Ferrer Ballester, Miquel; Macias Serra, José Luis; Marimón Carvajal, Federico; Roure Fernández, Francisco; Vilaseca Vilanova, Luis (Edicions UPC, 2002)
      Llibre
      Accés restringit a la comunitat UPC
      El presente libro es una colección de problemas resueltos, destinada a facilitar el aprendizaje de la resistencia de materiales a través de su aplicación a ejemplos concretos. Ha sido elaborado pensando en su uso por parte ...
    • Shear transfer behavior in composite slabs under 4-point standard and uniform-load tests 

      Soltanalipour, Milad; Ferrer Ballester, Miquel; Marimón Carvajal, Federico; Holomek, Josef; Bajer, Miroslav; Melcher, Jindrich; Karmazínová, Marcela (2020-01)
      Article
      Accés restringit per decisió de l'autor
      The 4-point bending test, prescribed by most standards, is the conventional test used to determine the shear resistance of steel-concrete composite slabs, whereas loading requirements are commonly specified in terms of ...
    • State-of-the-art review on adjustable pallet racks testing for seismic design 

      López Almansa, Francisco; Bové Tous, Oriol; Casafont Ribera, Miguel; Ferrer Ballester, Miquel; Bonada Bo, Jordi (2022-12)
      Article
      Accés obert
      This paper presents a state-of-the-art review on seismic tests of adjustable pallet rack systems: on particular components of racks, subassemblies, full racks and stored goods. The tested particular components are the most ...
    • Study on the ductility of open-rib and re-entrant composite slabs 

      Soltanalipour, Milad; Ferrer Ballester, Miquel; Marimón Carvajal, Federico (2021-09)
      Article
      Accés restringit per política de l'editorial
      Composite slabs with profiled steel sheeting and cast-in-place concrete are a conventional structural flooring system worldwide. The partial connection method (PCM) is a design method limited to slabs showing a ductile ...