Recent Submissions

  • Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams 

    Marí Bernat, Antonio Ricardo; Bairán García, Jesús Miguel; Cladera Bohigas, Antoni; Oller Ibars, Eva; Ribas González, Carlos Rodrigo (2014-10)
    Article
    Restricted access - publisher's policy
    A conceptual model for the prediction of the shear-flexural strength of slender reinforced concrete beams with and without transverse reinforcement is presented. The model incorporates the shear transferred by the un-cracked ...
  • Herramientas necesarias para la evaluación sísmica de edificios 

    Moreno González, Rosángel; Pujades Beneit, Lluís; Aparicio Bengoechea, Ángel Carlos; Barbat Barbat, Horia Alejandro (Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 2008)
    Book
    Open Access
    En esta monografía de presenta de forma resumida, los conceptos fundamentales relacionados con la acción sísmica, la respuesta estructural de los edificios, la evaluación de la vulnerabilidad, el riesgo y el daño sí­smico. ...
  • Correlation between the compressive strength and the modulus of elasticity of sprayed concrete 

    Galobardes Reyes, Isaac; Pialarissi Cavalaro, Sergio Henrique; Aguado de Cea, Antonio; García Vicente, Tomàs; Rueda Alba, Angel Julian (2014)
    Conference report
    Restricted access - publisher's policy
  • The bridges of the future or the future of bridges? 

    Casas Rius, Joan Ramon (2015-04)
    Article
    Open Access
  • Efficient 1D model for blind assessment of existing bridges : simulation of a full scale loading test and comparison with higher order continuum models 

    Santos Ferreira, Denise Carina; Bairán García, Jesús Miguel; Marí Bernat, Antonio Ricardo (2014-10)
    Article
    Restricted access - publisher's policy
    Assessing the structural performance of existing concrete bridges is nowadays a major task. Nonlinear finite element (FE) analysis can quantify their capacity, evaluate strengthening interventions and prevent premature ...
  • Safety factors for CFRP strengthening in bending of reinforced concrete bridges 

    Trentin, Caterina; Casas Rius, Joan Ramon (2015-09)
    Article
    Restricted access - publisher's policy
    Concerning the strengthening in bending of reinforced concrete bridge decks, the use of fiber reinforced polymers (FRP) has increased due to its easy application and excellent mechanical and chemical properties. However, ...
  • External sulfate attack in dam concretes with thaumasite formation 

    Chinchón Payá, S.; Aguado de Cea, Antonio; Nugteren, H. W; Chinchón Yepes, Jose Servando (Instituto Técnico de la Construcción y del Cemento, 2015-01)
    Article
    Open Access
    Concrete core samples extracted from different areas of the Mequinenza Dam (Spain) have been studied and expansive reactions affecting the structure were not found. However, expansive reactions in the concrete of certain ...
  • Classes-workshop per a projectes en grup 

    Pelà, Luca; Roca Fabregat, Pedro; Molins i Borrell, Climent (Institut de Ciències de l'Educació (ICE), 2014)
    Part of book or chapter of book
    Open Access
    La publicació que teniu a les mans és el resultat de la I Convocatòria de Bones Pràctiques Docents a la UPC de l’any 2013, que en la seva primera edició es va centrar en recollir exemples sobre metodologies actives que es ...
  • Design of FRC tunnel segments considering the ductility requirements of the Model Code 2010 

    Liao, Lin; Fuente Antequera, Albert de la; Pialarissi Cavalaro, Sergio Henrique; Aguado de Cea, Antonio (2015-03)
    Article
    Restricted access - publisher's policy
    Fibre reinforced concrete (FRC) is used to improve the mechanical response of precast segments for tunnels. The structural use of the material has been regulated by national codes and, recently, by the Model Code 2010 (MC ...
  • Cracking assessment in concrete structures by distributed optical fiber 

    Rodríguez, Gerardo; Casas Rius, Joan Ramon; Villalba Herrero, Sergi (2015-03)
    Article
    Restricted access - publisher's policy
    In this paper, a method to obtain crack initiation, location and width in concrete structures subjected to bending and instrumented with an optical backscattered reflectometer (OBR) system is proposed. Continuous strain ...

View more