Ara es mostren els items 55-74 de 97

    • Manual de diseño para acero inoxidable estructural 

      Afshan, Sheida; Arrayago Luquin, Itsaso; Gardner, Leroy; Gedge, Graham; Jandera, Michal; Real Saladrigas, Esther; Rossi, Barbara; Stranghöner, Natalie; Zhao, Ou (Steel Construction Institute publications, 2017)
      Llibre
      Accés restringit per política de l'editorial
      El acero inoxidable se emplea en un amplio abanico de aplicaciones estructurales en ambientes agresivos en los que se requiere garantizar un comportamiento adecuado durante largos períodos de tiempo con niveles mínimos de ...
    • Material and local buckling response of ferritic stainless steel sections 

      Bock Montero, Marina; Gardner, Leroy; Real Saladrigas, Esther (2015-04)
      Article
      Accés obert
      An investigation into the material response and local buckling behaviour of ferritic stainless steel structural cross-sections is presented in this paper. Particular attention is given to the strain hardening characteristics ...
    • Material, geometrical and imperfection characteristics of structural stainless steels and members [Dataset] 

      Arrayago Luquin, Itsaso; Rasmussen, Kim J.R.; Real Saladrigas, Esther (Universitat Politècnica de Catalunya, 2020-12)
      Conjunt de dades
      Accés restringit per decisió de l'autor
    • Modelización numérica de ensayos en pilares tubulares circulares rellenos de hormigón 

      Chacón Flores, Rolando Antonio; Mirambell Arrizabalaga, Enrique; Real Saladrigas, Esther (2009)
      Text en actes de congrés
      Accés obert
      El objetivo principal de la investigación es el de reproducir numéricamente, utilizando el código Abaqus, dos series de ensayos en pilares tubulares circulares rellenos de hormigón encontrados en la literatura. La primera ...
    • Numerical analysis of stainless steel frames subject to fire 

      Segura Valdivieso, Guillermo; Afshan, Sheida; Mirambell Arrizabalaga, Enrique; Real Saladrigas, Esther (Universidade do Minho, 2019)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      Stainless steel possess better strength and stiffness reduction factors at high temperatures than carbon steel which has been shown to result in enhanced fire performance of structural components and assemblies. In recent ...
    • Numerical and experimental research in tapered steel plate girders subjected to shear 

      Real Saladrigas, Esther; Bedynek, Agnieszka; Mirambell Arrizabalaga, Enrique (2010)
      Text en actes de congrés
      Accés obert
    • Numerical modelling of steel plate girders at normal and elevated temperatures 

      Reis, André Inácio; Lopes, Nuno; Real Saladrigas, Esther; Vila Real, Paulo (2016-11)
      Article
      Accés obert
      The main goal of this study is to increase the knowledge on the behaviour of steel plate girders subjected to shear buckling at both normal and elevated temperatures. Hence, numerical models were duly validated with ...
    • On the development of the system-based direct design approach for stainless steel frames using advanced analysis 

      Arrayago Luquin, Itsaso; Rasmussen, Kim J.R.; Zhang, Hao; Real Saladrigas, Esther (Steel Construction Institute, 2022)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      System-based direct design approaches are poised to become the design method of the future. They do not only make the design of structures using advanced structural analysis possible, without requiring any further member ...
    • On the influence of initial geometric imperfections and second order effects on the structural behavior of austenitic stainless steel frames 

      Shen, Yanfei; Chacón Flores, Rolando Antonio; Arrayago Luquin, Itsaso; Real Saladrigas, Esther (2018)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      This paper presents a numerical and theoretical study from an ongoing research program focused on the structural behavior of austenitic stainless steel frames. Four different rectangular hollow sections (RHS) subjected to ...
    • 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 ...
    • On the use of systems for tests on stainless steel members and frames aimed at interoperability 

      Chacón Flores, Rolando Antonio; Puig i Polo, Càrol; Real Saladrigas, Esther (2021)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      An experimental development of systems for tests on stainless steel members and frames aimed at providing interoperability is presented. In the context of the project PINOX, tests on stainless steel members and frames have ...
    • Pre-normative recommendations for the system-based direct design of stainless steel frames using advanced analysis 

      Arrayago Luquin, Itsaso; Rasmussen, Kim J.R.; Zhang, Hao; Real Saladrigas, Esther (2022-09)
      Report de recerca
      Accés obert
      The research project NewGeneSS, the acronym of “NEW GENEration design methods for Stainless steel Structures” was financed by the European Union’s Horizon 2020 Research and Innovation Programme under the Marie Sklodowska-Curie ...
    • Preliminary study and tests arrangements for experimental programme on stainless steel frames 

      Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique (Independent Publishing Platform, 2019)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      In recent years, a considerable amount of research has been devoted to the understanding of the structural performance of single isolated stainless steel members. Notwithstanding, advances related to the analysis of more ...
    • Preliminary study on the determination of the ultimate resistance of ferritic stainless steel cross-sections subjected to combined loading according to CSM 

      Arrayago Luquin, Itsaso; Bock Montero, Marina; Real Saladrigas, Esther (2014)
      Text en actes de congrés
      Accés obert
      This paper presents a preliminary study on the determination of the ultimate resistance of ferritic stainless steel RHS and SHS subjected to combinations of axial compression and bending moment. Hence, the assessment of ...
    • Recerca, universitat i empresa 

      Vela Olmo, Carmen; Ramírez i Sarrió, Dídac; Alemany Mas, Salvador; Sancho Pifarré, Ferran; Masfurroll Lacambra, Gabriel; Real Saladrigas, Esther; Carbonell Santacana, Ramon; Basáñez Villaluenga, Josep Manuel; Recoder Miralles, Lluís; Jordana Riba, Francisco de Paula (Escola Politècnica Superior d'Edificació de Barcelona. Serveis Informàtics / Escola Politècnica Superior d'Edificació de Barcelona. Biblioteca, 2015-02-25)
      Audiovisual
      Accés obert
      Amb motiu de la creació del seu patronat-consell empresarial, l’EPSEB va organitzar, el 25 de febrer, a la sala d’actes de l'escola, un acte sobre Recerca, universitat i empresa, en el marc del qual la secretària d’Estat ...
    • Reptes actuals per a la funció i la formació docent del professorat universitari a la UPC 

      Chacón Flores, Rolando Antonio; Real Saladrigas, Esther; Martínez Velazco, Rubén (Universitat Politècnica de Catalunya. Institut de Ciències de l'Educació, 2012-06-29)
      Comunicació de congrés
      Accés obert
    • Resistance of hybrid steel plate girders subjected to patch loading 

      Chacón Flores, Rolando Antonio; Mirambell Arrizabalaga, Enrique; Real Saladrigas, Esther (2009)
      Text en actes de congrés
      Accés obert
      Hybrid girders have proven to be an economical alternative to homogeneous girders since they provide a greater flexural capacity. One of the potential applications of hybrid steel plate girders is their usage in bridge ...
    • Resistencia de vigas armadas de acero sometidas a cargas concentradas en secciones no rigidizadas 

      Chacón Flores, Rolando Antonio; Mirambell Arrizabalaga, Enrique; Real Saladrigas, Esther (2009-03)
      Article
      Accés obert
      Las cargas concentradas en vigas armadas deben ser soportadas por rigidizadores verticales dispuestos en las secciones transversales solicitadas. Sin embargo, existen casos prácticos en los cuales resulta físicamente ...
    • Rotation capacity of cold-formed stainless steel RHS beams under cyclic loading 

      González de León, Isabel; Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Nastri, Elide (2022-05)
      Article
      Accés obert
      Stainless steel is a structural material with great potential in seismic design due to its ductile and strain hardening characteristics. However, no specific seismic design provisions exist for stainless steel, despite the ...
    • Shear evaluation of tapered bridge girder panels with steel corrugated webs near the supports of continuous bridges 

      Zevallos, E.; Hassanein, M.F.; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique (2016-04)
      Article
      Accés obert
      Because of public construction budgets were cut over the last few years, new bridge girders with corrugated webs to reduce the construction costs have become more widely studied and used. In spite that tapered bridge girders ...