Enviaments recents

  • Finite element micro-modelling for the characterization of inclined head joints archaeological masonry: the case of Villa Diomede in Pompeii 

    Salvalaggio, Matteo; Roca Fabregat, Pedro; Valluzzi, Maria Rosa; Lorenzoni, Filippo (National Technical University of Athens, 2017)
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    Accés obert
    Villa Diomede is a great roman building located on the western corner of the modern archaeological site of Pompeii, built during III century BC and discovered between 1771 and 1774 during archaeological excavations. The ...
  • Comportament mecànic i resistent de la fàbrica de pedra: experimentació i modelització 

    Roca Fabregat, Pedro (Patrimoni 2.0 Edicions, 2017)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    Aquest article té per finalitat presentar una breu panoràmica sobre les estratègies i tècniques disponibles per a la determinació d’algunes propietats mecàniques fonamentals de la fàbrica de pedra. De manera prèvia a la ...
  • The Continuous Strength Method for stainless steel columns 

    Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique; Gardner, Leroy (Steel Construction Institute, 2017)
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    Accés restringit per política de l'editorial
    The Continuous Strength Method provides excellent resistance predictions of stocky cross-sections under different loading conditions as it accounts for enhanced material properties, although the method is currently limited ...
  • Effects of material nonlinearity on the global analysis and stability of stainless steel frames 

    Walport, Fiona; Gardner, Leroy; Real Saladrigas, Esther; Arrayago Luquin, Itsaso; Nethercot, David A. (Steel Construction Institute, 2017)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    In structural frames, second order effects refer to the internal forces and moments that arise as a result of deformations under load (i.e. geometrical nonlinearity). EN 1993-1-1 states that global second order effects may ...
  • 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)
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    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)
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    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)
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    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 ...
  • Diseño sísmico directo basado en prestaciones de estructuras irregulares 

    Bairán García, Jesús Miguel; Montoya Coronado, Luis Alberto (2017)
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    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 ...
  • Effects of axial forces and prestressing on the shear strength of structural concrete members 

    Marí Bernat, Antonio Ricardo; Cladera Bohigas, Antoni; Bairán García, Jesús Miguel (2017)
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    Axial forces affect the shear strength of concrete members. The estimation of such effects on the shear strength depends on how the axial force influences the various shear transfer mechanisms, since a very different ...

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