Exploració per autor "Real Saladrigas, Esther"
Ara es mostren els items 66-85 de 97
-
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 obertThe 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'editorialIn 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 obertThis 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 obertAmb 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 obertHybrid 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 obertLas 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 obertStainless 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 obertBecause 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 ... -
Stainless steel plate girders subjected to shear buckling at normal and elevated temperatures
Reis, André Inácio; Lopes, Nuno; Real Saladrigas, Esther; Real, Paulo Vila (2017-03)
Article
Accés obertNumerical simulations have been widely applied, for the determination of the resistance of steel structural elements, when experimental analysis are not possible (due to cost or size limitations) or when parametric studies ... -
Statistical analysis of the material, geometrical and imperfection characteristics of structural stainless steels and members
Arrayago Luquin, Itsaso; Rasmussen, Kim J.R.; Real Saladrigas, Esther (2020-12)
Article
Accés obertTraditional member-based two-step design approaches included in current structural codes for steel structures, as well as more recent system-based direct-design alternatives, require building rigorous structural reliability ... -
Statistical data for system-based reliability analysis of stainless steel structures with hollow sections
Arrayago Luquin, Itsaso; Rasmussen, Kim J.R.; Real Saladrigas, Esther (2021)
Text en actes de congrés
Accés restringit per política de l'editorialCurrent codes for steel structures, including AISC 360-10, AS4100 and Eurocode 3, are in the process of evolving from the current member-based design method to direct system-based approaches that allow evaluating the ... -
Statistical evaluation of a new resistance model for cold-formed stainless steel cross-sections subjected to web crippling
Bock Montero, Marina; Mirada, F. X.; Real Saladrigas, Esther (2015-03)
Article
Accés obertThis paper presents a statistical evaluation according to Annex D of EN 1990 (2002) of a new resistance function for web crippling design of cold-formed stainless steel cross-sections. This resistance function was derived ... -
Strength curves for web crippling design: first approach for stainless steel hat sections based on numerical analyses
Bock Montero, Marina; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique (2014)
Text en actes de congrés
Accés restringit per política de l'editorialWeb crippling is a local instability that causes cold-formed sections to become unstable when a concentrated load is applied transversally to the cross-section. The European design rules for stainless steels EN1993-1-4 [1] ... -
Structural behaviourof dual eccentrically braced frames with welded dog-bone joints subjected to cyclic loading
Jiménez Torres, Adrià; Mirambell Arrizabalaga, Enrique; Real Saladrigas, Esther (Independent Publishing Platform, 2019)
Text en actes de congrés
Accés restringit per política de l'editorialThis paper presents the results of a series of simulations of welded dog-bone connections subjected to cyclic and monotonic loading. Reduced beam section (RBS) connections are a very easy to apply and economical solution, ... -
Study on the influence of reduced beam sections on the seismic behaviour of a moment resisting frame
Jiménez Torres, Adrià; Mirambell Arrizabalaga, Enrique; Real Saladrigas, Esther (CRC Press, 2019)
Text en actes de congrés
Accés restringit per política de l'editorialThis paper presents the results of a series of nonlinear time history analyses per-formed in Abaqus on a single-span two-storey moment resisting frame. The aim of this paper is to evaluate the base shear when the structure ... -
Testing and design of stainless steel CHS columns
BUCHANAN, Craig; Real Saladrigas, Esther; Gardner, Leroy (2016)
Text en actes de congrés
Accés restringit per política de l'editorialStainless steel is an increasingly popular construction material due to its combination of durability and favourable mechanical properties. Circular hollow sections (CHS) are widely used due to their aesthetic appeal and ... -
Testing, simulation and design of cold-formed stainless steel CHS columns
Buchanan, Craig; Real Saladrigas, Esther; Gardner, Leroy (2018-09)
Article
Accés obertStainless 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 ... -
Tests on ferritic stainless steel RHS and SHS beam-columns
Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique (2015)
Text en actes de congrés
Accés restringit per política de l'editorialThe desirable features offered by different stainless steel grades have encouraged the use of this material in construction and the lower nickel content of the ferritic grades allows, additionally, controlling and decreasing ... -
Tests on ferritic stainless steel simply supported and continuous SHS and RHS beams
Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique (2016-11)
Article
Accés obertDevelopment of efficient design guidance for stainless steel structures (considering non-linear behaviour, strain hardening and allowing for moment redistribution in indeterminate structures) is crucial for the widespread ...