Enviaments recents

  • Influence of geometry of cylindrical samples in the mechanical characterization of existing brickwork 

    Segura, Jorge; Pelà, Luca; Roca Fabregat, Pedro (Springer, Cham, 2019)
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    Accés restringit per política de l'editorial
    The mechanical characterization of masonry is of paramount importance for the structural assess-ment of historical constructions against both vertical and horizontal actions. In particular, the compressive strength of ...
  • Tracking of localized cracks in the finite element analysis of masonry walls 

    Saloustros, Savvas; Pelà, Luca; Cervera Ruiz, Miguel; Roca Fabregat, Pedro (Springer, Cham, 2019)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    Macro-models are a common choice for the numerical analysis of large-scale masonry structures. Despite their efficiency in terms of pre-processing and computational cost, these strategies often result in a poor representation ...
  • Vulnerability assessment of monumental masonry structures including uncertainty 

    Saloustros, Savvas; Pelà, Luca; Contrafatto, Francesca Romana; Roca Fabregat, Pedro; Petromichelakis, Yiannis (Springer International Publishing, 2019)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    Existing heritage structures are frequently composed of diverse masonry typologies, corresponding either to various structural members (e.g. arches, walls, piers) or to additions constructed in different eras. The ...
  • Digital twins in civil and environmental engineering classrooms 

    Chacón Flores, Rolando Antonio; Sánchez Juny, Martí; Real Saladrigas, Esther; Gironella Cobos, Xavier; Puigagut Juárez, Jaume; Ledesma Villalba, Alberto (International Centre for Numerical Methods in Engineering (CIMNE), 2018)
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    Digital twins are understood as digital replica of physical models whose behavior can be observed simultaneously (digitally and physically) in real time. These tools are increasingly used in advanced industries for several ...
  • Flexural buckling of stainless steel angle columns 

    Arrayago Luquin, Itsaso; Gouveia, Maria; Chacón Flores, Rolando Antonio; Real Saladrigas, Esther (2018)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    The flexural buckling behavior of columns with open sections such as angles is complex due to their inherent coupled torsional-flexural buckling effects that are typically found for intermediate member slenderness. Research ...
  • Transversally and longitudinally stiffened steel plate girders subjected to patch loading 

    Chacón Flores, Rolando Antonio; Mirambell Arrizabalaga, Enrique; Real Saladrigas, Esther (2018)
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    Accés restringit per política de l'editorial
    This article presents some observations related to the phenomenon that occurs when a densely stiffened steel plate girder (both transversally and longitudinally) is subjected to patch loading. The failure mechanism differs ...
  • Análisis de un caso de inestabilidad lateral de un viga de hormigón pretensado de gran luz en fase de izado 

    Fuente Antequera, Albert de la; Pialarissi Cavalaro, Sergio Henrique; Bairán García, Jesús Miguel (2017)
    Text en actes de congrés
    Accés restringit per política de l'editorial
    Las mejoras tecnológicas de la prefabricación con hormigón han hecho competitivo el uso de vigas prefabricadas de luces cada vez mayores en comparación con otras alternativas. Sin embargo, el peso de las vigas es limitante ...
  • Verification of a numerical model of the offshore wind turbine from the alpha ventus wind farm within OC5 Phase III 

    Popko, Wojciech; Huhn, Matthias L.; Robertson, Amy; Molins i Borrell, Climent (American Society of Mechanical Engineers (ASME), 2018)
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    Accés restringit per política de l'editorial
    The main objective of the Offshore Code Comparison Collaboration Continuation, with Correlation (OC5) project, is validation of aero-hydro-servo-elastic simulation tools for offshore wind turbines (OWTs) through comparison ...
  • Application of Morison equation in irregular wave trains with high frequency waves 

    Trubat Casal, Pau; Molins i Borrell, Climent; Hufnagel, Philipp; Alarcón Fernández, Daniel; Campos Hortigüela, Alexis (American Society of Mechanical Engineers (ASME), 2018)
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    Accés restringit per política de l'editorial
    Most numerical models for the analysis of offshore wind platforms are based on one of two different approaches, depending on how waves forces are applied to the structure: 1) the potential flow theory, and 2) the Morison ...
  • On the use of 3D printing in steel structures education 

    Chacón Flores, Rolando Antonio; Mirambell Arrizabalaga, Enrique; Real Saladrigas, Esther; Arrayago Luquin, Itsaso; Martínez Gil, Saray (Asociacion Científica del Hormigón Estructural (ACHE), 2018)
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    Additive and subtractive technologies are disrupting numerous fields in society at various levels. Until recent years, 3D printing has been limited to considerably industrialized sectors that have been historically provided ...
  • Determinación analítica y experimental de la resistencia a tracción de probetas de hormigón reforzadas con fibras de acero 

    Lorente Monleón, Sandokan; Molins i Borrell, Climent; Ocete Manero, Sergi (Universitat Politècnica de València, 2018)
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    Las propiedades mecánicas del hormigón reforzado con fibras de acero (HRFA) están íntimamente ligadas a la cuantía, tipología y orientación de las fibras. Determinar de manera fiable la resistencia a tracción del HRFA es ...
  • Determinación de la absorción de energía del hormigón reforzado con fibras mediante el ensayo de panel EFNARC y el ensayo Barcelona 

    Carmona Malatesta, Sergio; Molins i Borrell, Climent (Universitat Politècnica de València, 2018)
    Text en actes de congrés
    Accés obert
    Durante los últimos años, en muchos proyectos que se ejecutan en Chile, para el control de calidad de los hormigones proyectados reforzados con fibras usados para el sostenimiento de túneles se utiliza la capacidad de ...

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