Ara es mostren els items 100-106 de 106

    • The compression chord capacity model for the shear design and assessment of reinforced and prestressed concrete beams 

      Cladera Bohigas, Antoni; Marí Bernat, Antonio Ricardo; Bairán García, Jesús Miguel; Ribas González, Carlos Rodrigo; Oller Ibars, Eva; Duarte Gómez, Noemí (2016-12)
      Article
      Accés obert
      A simplified mechanical model is presented for the shear strength prediction of reinforced and prestressed concrete members with and without transverse reinforcement, with I, T or rectangular cross-section. The model, ...
    • Thermo-mechanical simulation of the ConCrack Benchmark RL1 test with a filament beam model 

      Santos Ferreira, Denise Carina; Crespo, María Delia; Marí Bernat, Antonio Ricardo; Bairán García, Jesús Miguel (2014-10-01)
      Article
      Accés restringit per política de l'editorial
      Cracking is an inherent characteristic of RC structural behaviour and its control is an important concern for durability and sustainability. The French national research program CEOS.fr –‘Behaviour and assessment of special ...
    • Transfer matrix method for calculating the transverse load distribution of articulated slab bridges 

      Guo, Kaiqiang; Liu, Zhao; Bairán García, Jesús Miguel (2022-10)
      Article
      Accés obert
      Articulated slab bridges have been widely used by transportation administration for short-to-medium span bridges because of their good economy, convenient construction, and environmental advantages, while the presence of ...
    • Trends and perspectives in non-linear analysis of concrete structures under complex three-dimensional load combinations 

      Bairán García, Jesús Miguel; Mohr, Stefen; Marí Bernat, Antonio Ricardo (Civil-Comp Press, 2010)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      In this paper two different modelling techniques are presented and applied to nonlinear analysis of concrete structures considering B-regions and D-regions. A cross-section model capable of considering 3D phenomena and ...
    • Ultimate capacity of corroded statically indeterminate reinforced concrete members 

      Fernández Pérez, Ignacio; Herrador Barrios, Manuel F.; Marí Bernat, Antonio Ricardo; Bairán García, Jesús Miguel (Springer, 2018-12)
      Article
      Accés obert
      The corrosion of steel reinforcement is commonly believed to be the primary cause of structural deterioration of reinforced concrete (RC) structures; as a result of this deterioration, a RC structure can incur a considerable ...
    • Un modelo unificado de resistencia a flexión y cortante de vigas esbeltas de hormigón armado bajo caras puntuales y repartidas 

      Marí Bernat, Antonio Ricardo; Cladera Bohigas, Antoni; Bairán García, Jesús Miguel; Oller Ibars, Eva; Ribas, Carlos (2014-10)
      Article
      Accés obert
      Se presenta un modelo mecánico para la predicción de la resistencia a cortante-flexión de vigas esbeltas de hormigón armado sometidas a cargas puntuales y/o repartidas. El modelo incorpora las contribuciones a la resistencia ...
    • WindCrete fatigue verification 

      Trubat Casal, Pau; Bairán García, Jesús Miguel; Yagüe Martín, Adrián; Molins i Borrell, Climent (ASME PRESS, 2019)
      Text en actes de congrés
      Accés obert
      WindCrete is an offshore concrete spar type platform for Wind Turbines developed at Universitat Politècnica de Catalunya – BarcelonaTech. The main characteristics of the platform are its monolithic configuration and the ...