Anàlisi i tecnologia d'estructures i materials

http://futur.upc.edu/ATEM

Enviaments recents

  • Torque Penetrometric Test for the in-situ characterisation of historical mortars: fracture mechanics interpretation and experimental validation 

    Marastoni, Diego; Benedetti, Andrea; Pelà, Luca; Pignagnoli, Giacomo (2017-12)
    Article
    Accés restringit per política de l'editorial
    The assessment of historical structures requires appropriate knowledge of the behaviour of the investigated materials. Concerning masonry, its mechanical characterisation is a challenging task, since its composite nature ...
  • Experimental study of ferritic stainless steel composite slabs 

    Lauwens, Kathleen; Jonas, Douchy; Fortan, Maarten; Arrayago Luquin, Itsaso; Mirambell Arrizabalaga, Enrique; Van Gysel, Ann; Rossi, Barbara (Wilhelm Ernst & Sohn, 2017)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    Steel-concrete composite floors are commonly used in construction due to their favourable weightto- depth ratio and erection time. Typically, concrete is poured onto a galvanised steel deck acting as formwork. However in ...
  • Global plastic design of stainless steel frames 

    Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique; Chacón Flores, Rolando Antonio (Wilhelm Ernst & Sohn, 2017)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    The use of stainless steel structures has increased during the last decade due to their durability, aesthetics and mechanical properties such as ductility, considerable strain hardening and excellent fire resistance. ...
  • Cyclic loading in stainless steel links under lateral loads 

    Chacón Flores, Rolando Antonio; Arrayago Luquin, Itsaso; Mirambell Arrizabalaga, Enrique; Real Saladrigas, Esther (Wilhelm Ernst & Sohn, 2017)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    Link elements are dissipative devices in form of beam segments that are typically included in eccentrically braced frames (EBF) subjected to lateral loads and seismic hazard. Studies related to short links, ...
  • A comparative analysis of longitudinal stiffener cross-section for slender I-girders subjected to patch loading 

    Chacón Flores, Rolando Antonio; Loaiza, Nelson; Graciano, Carlos; Casanova, Euro (Wilhelm Ernst & Sohn, 2017)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    In the construction of traditional composite bridges whose structure consists of plate girders, the concrete slabs of the decks are often casted before launching. These thin-walled webs are occasionally reinforced with ...
  • Influence of bearing length on the patch loading resistance of multiple longitudinally stiffened webs 

    Loaiza, Nelson; Graciano, Carlos; Chacón Flores, Rolando Antonio; Casanova, Euro (Wilhelm Ernst & Sohn, 2017)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    Incremental launching is one of the common steel bridge assembly methods used nowadays, its practical application consists in passing the bridge assembly through the launching shoes as well as over each support ...
  • Influence of treated recycled concrete aggregate on concrete properties 

    Galindo, Anna; Etxeberria Larrañaga, Miren (International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), 2017)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    The amount and the quality of the old cement mortar attached to the aggregates influence the quality of the recycled concrete aggregate (RCA) produced. The characteristics of RCA adversely affect the physical, mechanical ...
  • Design of stainless steel continuous beams with tubular cross-sections 

    Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique (2017-11)
    Article
    Accés restringit per política de l'editorial
    This paper presents a comprehensive study on the application of global plastic design methods, not currently allowed in European specification provisions, to stainless steel rectangular and square hollow section continuous ...
  • Damage investigation of a tunnel subjected to an unplanned surface load through non-linear analysis 

    Arnau Lloveras, Oriol; Molins i Borrell, Climent; Marí Bernat, Antonio Ricardo (2017-08)
    Article
    Accés obert
    A description of the deformations and damage that occurred in a segmental tunnel lining as a consequence of an unplanned surface load is presented, as well as the numerical analyses performed for its safety assessment. The ...
  • Diseño sísmico directo basado en prestaciones de estructuras irregulares 

    Bairán García, Jesús Miguel; Montoya Coronado, Luis Alberto (2017)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    En esta comunicación se presenta un método de diseño sísmico directo basado en prestaciones desarrollado para estructuras irregulares. Este método es una extensión del método de diseño no lineal estático; ambos, a través ...

Mostra'n més