• Testing, simulation and design of cold-formed stainless steel CHS columns 

  Buchanan, Craig; Real Saladrigas, Esther; Gardner, Leroy (2018-09)
  Article
  Accés restringit per política de l'editorial

  Stainless steel tubular members are employed in a range of load-bearing applications due to their strength, durability and aesthetic appeal. From the limited existing test data on stainless steel circular hollow sections ...
• Correlation between bending test and Barcelona tests to determine FRC properties 

  Carmona, Sergio; Molins i Borrell, Climent; Aguado de Cea, Antonio (Elsevier, 2018-08)
  Article
  Accés restringit per política de l'editorial

  The use of fiber reinforced concretes (FRC) as a substitute for reinforcement meshes, particularly in the construction of tunnels, frequently faces quality control problems because the specifications and acceptability ...
• One-way shear design method based on a multi-action model 

  Cladera Bohigas, Antoni; Marí Bernat, Antonio Ricardo; Bairán García, Jesús Miguel; Oller Ibars, Eva; Ribas González, Carlos Rodrigo (2017-09)
  Article
  Accés restringit per política de l'editorial

  It is widely known that the shear strength of a reinforced concrete (RC) or prestressed concrete (PC) beam results from the interaction of different resisting actions. Thus, available simplified shear models emphasize ...
• Numerical investigation of non-linear equivalent-frame models for regular masonry walls 

  Siano, Rossella; Roca Fabregat, Pedro; Camata, Guido; Pelà, Luca; Sepe, Vincenzo; Spacone, Enrico; Petracca, Massimo (2018-10)
  Article
  Accés restringit per política de l'editorial

  The accuracy of the Equivalent Frame Method (EFM) in modelling the seismic non-linear behaviour of unreinforced masonry (URM) buildings is investigated for regular walls (i.e. walls with regular openings’ distribution) ...
• 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)
  Text en actes de congrés
  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)
  Text en actes de congrés
  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 ...
• Web crippling strength of longitudinally stiffened steel plate girder webs subjected to concentrated 

  Loaiza, Nelson; Graciano, Carlos; Chacón Flores, Rolando Antonio (2018-07)
  Article
  Accés restringit per política de l'editorial

  Currently, the AISC Specification provides guidance for the calculation of the ultimate strength of unstiffened plate girder webs subjected to concentric edge loads. Specifications consider three categories: local web ...
• 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)
  Text en actes de congrés
  Accés restringit per política de l'editorial

  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 ...
• A punching shear mechanical model for reinforced concrete flat slabs with and without shear reinforcement 

  Marí Bernat, Antonio Ricardo; Cladera Bohigas, Antoni; Oller Ibars, Eva; Bairán García, Jesús Miguel (2018-07)
  Article
  Accés restringit per política de l'editorial

  A punching shear strength mechanical model for RC flat slabs with and without shear reinforcement, based on a beam shear model previously developed by the authors, is presented. The differences in resisting actions between ...
• Safety factor calibration for a new model of shear strength of reinforced concrete building beams and slabs 

  Bairán García, Jesús Miguel; Casas Rius, Joan Ramon (2018-10)
  Article
  Accés restringit per política de l'editorial

  When assessing existing structures, the availability of adequate safety factors, calibrated with the most accurate models, and for established target reliability indexes, is of critical importance in order to take the right ...
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  Carbonation-induced mineralogical changes in coal mining waste blended cement pastes and their influence on mechanical and microporosity properties 

  Frias Rojas, Moisés; Vigil de la Villa, Raquel; García Jiménez, Rosario; Rodríguez Largo, Olga; Fernández Carrasco, Lucía; Martínez Ramírez, Sagrario (2018-04)
  Article
  Accés obert

  The worldwide pursuit of new eco-efficient pozzolans is ongoing. Kaolinite-based waste is an eco-friendly source of recycled metakaolinite, a highly pozzolanic product. In this study, a blended cement paste containing 20% ...
• Review of stud shear resistance prediction in steel-concrete composite beams 

  Bezerra, Luciano M.; Bonilla Rocha, Jorge Douglas; Mirambell Arrizabalaga, Enrique; Massicotte, Bruno (2018-05)
  Article
  Accés restringit per política de l'editorial

  In steel-concrete composite beams, longitudinal shear forces are transferred across steel flange-concrete slab interface by means of shear connectors. The connector behavior is highly non-linear and involves several complex ...

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