Articles (Documents not available in Scipedia)

• Lateral Stability of Prestressed Precast Concrete Girders During Lifting: Study Case

  A de la Fuente, J Bairán, S Cavalaro, C Goodier, A Palmeri

  High Tech Concrete: Where Technology and Engineering Meet, 1530-1537, 2018

• Partial Safety Factor for the Residual Flexural Strength of FRC Precast Concrete Segments

  A de la Fuente, V Cugat, SH Cavalaro, JM Bairán

  High Tech Concrete: Where Technology and Engineering Meet, 1768-1775, 2018

• A filament beam-column model for the non-linear analysis of RC frames including the early age effects

  AR Marí, MD Crespo, C Molins, JM Bairán, D Ferreira

  Newsletter, 2017

• Analytical modeling of reinforced concrete columns subjected to bidirectional shear

  E Osorio, JM Bairán, AR Marí

  Engineering Structures 138, 458-472, 2017

• Analysis of shear resisting actions by means of optimization of strut and tie models taking into account crack patterns

  JM Bairán, A Marí, A Cladera

  Hormigón y Acero, 2017

• One-Way Shear Design Method Based on a Multi-Action Model

  A Cladera, A Marí, JM Bairán, E Oller, C Ribas

  Concrete International 39 (9), 40-46, 2017

• Influence of time-dependent restrained strains in the shear response of RC frames

  D Ferreira, JM Bairán, A Marí

  Materials and structures 50 (1), 15, 2017

• Analysis of FRP Shear Strengthening Solutions for Reinforced Concrete Beams Considering Debonding Failure

  D Ferreira, E Oller, A Marí, J Bairán

  Journal of Composites for Construction 20 (5), 04016018, 2016

• 3D FEM model development from 3D optical measurement technique applied to corroded steel bars

  I Fernandez, JM Bairán, AR Marí

  Construction and Building Materials 124, 519-532, 2016

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

  A Cladera, A Marí, JM Bairán, C Ribas, E Oller, N Duarte

  Structural Concrete 17 (6), 1017-1032, 2016

• Shear strengthening of reinforced concrete beams by means of vertical prestressed reinforcement

  D Ferreira, JM Bairán, A Marí

  Structure and Infrastructure Engineering 12 (3), 394-410, 2016

• Curvas de fragilidad para evaluar el daño sísmico en edificios de concreto armado con losas reticulares

  R Moreno González

  Revista de la Facultad de Ingeniería 25 (4), 2016

• Curvas de fragilidad para evaluar el daño sísmico en edificios de concreto armado con losas reticulares

  R Moreno González

  Revista de la Facultad de Ingeniería 25 (4), 2016

• Shear design and assessment of reinforced and prestressed concrete beams based on a mechanical model

  A Marí, JM Bairán, A Cladera, E Oller

  Journal of Structural Engineering 142 (10), 04016064, 2016

• Structural effects of steel reinforcement corrosion on statically indeterminate reinforced concrete members

  I Fernandez, MF Herrador, AR Marí, JM Bairán

  Materials and structures 49 (12), 4959-4973, 2016

• Mechanical model to evaluate steel reinforcement corrosion effects on σ–ε and fatigue curves. Experimental calibration and validation

  I Fernandez, JM Bairán, AR Marí

  Engineering Structures 118, 320-333, 2016

• Influencia del contenido de finos del hormigón en la respuesta estructural a flexión y cortante de vigas de hormigón armado

  D Ferreira, E Oller, JM Bairán, S Carrascón, A Marí

  Informes de la Construcción 67 (539), 097, 2015

• Seismic behavior of medium and high strength concrete buildings

  JM Bairán García, R Moreno González, J Peguero

  The open civil engineering journal 9 (Suppl. 1, M9), 308-320, 2015

• Influence of the fines content in the flexural and shear structural response of reinforced concrete beams

  D Ferreira, E Oller, JM Bairan, S Carrascon, A Mari

  INFORMES DE LA CONSTRUCCION 67 (539), 2015

• Efficient 1D model for blind assessment of existing bridges: simulation of a full-scale loading test and comparison with higher order continuum models

  D Ferreira, J Bairán, A Marí

  Structure and Infrastructure Engineering 11 (10), 1383-1397, 2015

• Shear design of reinforced concrete beams with FRP longitudinal and transverse reinforcement

  E Oller, A Marí, JM Bairán, A Cladera

  Composites Part B: Engineering 74, 104-122, 2015

• Predicting the shear–flexural strength of slender reinforced concrete T and I shaped beams

  A Cladera, A Marí, C Ribas, J Bairán, E Oller

  Engineering Structures 101, 386-398, 2015

• Corrosion effects on the mechanical properties of reinforcing steel bars. Fatigue and σ–ε behavior

  I Fernandez, JM Bairán, AR Marí

  Construction and Building Materials 101, 772-783, 2015

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

  A Marí, J Bairán, A Cladera, E Oller, C Ribas

  Structure and Infrastructure Engineering 11 (11), 1399-1419, 2015

• Control de la fisuracion a cortante y flexión mediante pretensado parcial

  JMB GARCIA, DS FERREIRA, ND GOMEZ, ARM BERNAT, UC BLESA

  VI Congreso de ACHE, 1-10, 2014

• Un modelo unificado de resistencia a flexión y cortante de vigas esbeltas de hormigón armado bajo cargas puntuales y repartidas

  A Marí, A Cladera, J Bairán, E Oller, C Ribas

  Hormigón y Acero 65 (274), 247-265, 2014

• Collapse of a precast concrete beam for a light roof. Importance of elastomeric bearing pads in the element’s stability

  JM Bairán, A Cladera

  Engineering failure analysis 39, 188-199, 2014

• Thermo-mechanical simulation of the ConCrack Benchmark RL1 test with a filament beam model

  D Ferreira, MD Crespo, A Marí, JM Bairán

  Engineering structures 73, 143-159, 2014

• Assessment of prestressed concrete bridge girders with low shear reinforcement by means of a non-linear filament frame model

  D Ferreira, A Marí, J Bairán

  Structure and Infrastructure Engineering 10 (12), 1531-1546, 2014

• Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams subjected to point or distributed loads

  A Marí, A Cladera, J Bairán, E Oller, C Ribas

  Frontiers of Structural and Civil Engineering 8 (4), 337-353, 2014

• Nonlinear analysis of RC beams using a hybrid shear-flexural fibre beam model

  D Ferreira, J Bairán, A Marí, R Faria

  Engineering Computations 31 (7), 1444-1483, 2014

• Shear design of FRP reinforced concrete beams without transverse reinforcement

  A Marí, A Cladera, E Oller, J Bairán

  Composites Part B: Engineering 57, 228-241, 2014

• Seismic damage assessment for waffled-slabs reinforced concrete (RC) buildings in Barcelona

  R Moreno-Gonzalez, JM Bairan

  International Journal of Architectural Heritage 7 (1), 116-134, 2013

• Lateral behavior of concrete under uniaxial compressive cyclic loading

  E Osorio, JM Bairán, AR Marí

  Materials and structures 46 (5), 709-724, 2013

• Lateral behavior of concrete under uniaxial compressive cyclic loading

  E Osorio, JM Bairán, AR Marí

  Materials and structures 46 (5), 709-724, 2013

• Numerical analysis of shear critical RC beams strengthened in shear with FRP sheets

  D Ferreira, E Oller, A Marí, J Bairán

  Journal of Composites for Construction 17 (6), 04013016, 2013

• A model for the nonlinear, time-dependent and strengthening analysis of shear critical frame concrete structures

  DCS Ferreira

  Universitat Politècnica de Catalunya, 2013

• Simplified method for the calculation of long-term deflections in FRP-strengthened reinforced concrete beams

  AR Marí, E Oller, JM Bairán, N Duarte

  Composites Part B: Engineering 45 (1), 1368-1376, 2013

• Numerical simulation of shear-strengthened RC beams

  D Ferreira, J Bairán, A Marí

  Engineering Structures 46, 359-374, 2013

• Efectos de los esfuerzos cortantes biaxiales en la respuesta sísmica de columnas de hormigón armado

  E Osorio Bustamante

  Universitat Politècnica de Catalunya, 2012

• Historical rammed-earth structures in Eastern Andalusia:(Spain) The restoration philosophy of the architect Prieto-Moreno

  AR Gallardo, JML Osorio

  Proceedings of the 1st International Conference on Rammed Earth Conservation ..., 2012

• Modelação numérica de estruturas porticadas de betão armado e pré-esforçado críticas ao esforço transverso e propostas de reforço [Numerical simulation of reinforced and prestressed frame structures critical to shear and strengthening proposals]

  D Ferreira, J Bairán, A Marí

  Proc. Encontro Nacional Betao Estrutural-BE2012, 2012

• Evaluación sísmica de los edificios de mampostería típicos de Barcelona aplicando la metodología Risk-UE

  RM González, JMB García

  Revista Internacional de Métodos Numéricos Para Cálculo Y Diseño En ..., 2012

• Generación automática de esquemas de bielas y tirantes considerando criterios constructivos

  JM Bairán García

  Hormigón y acero 63 (264), 67-79, 2012

• Diseño no lineal de pórticos de hormigón armado

  JM Bairán García, N Duarte Gómez, AR Marí Bernat

  V Congreso ACHE, 1-10, 2011

• Análisis no lineal simplificado de vigas de hormigón armado sometidas a cortante: modelo numérico y validación experimental

  D Ferreira, JM Bairán García, AR Marí Bernat

  V Congreso ACHE, 1-10, 2011

• Modelo de análise não linear e dependente no tempo de elementos viga de betão armado submetidos ao esforço transverso

  D Ferreira, J Bairán, A Marí

  Proc. CMNE-Congresso de Métodos Numéricos em Engenharia, 2011

• Comprobación de la seguridad a flexión de puentes continuos de hormigón pretensado

  AR Marí Bernat, N Duarte Gómez, JM Bairán García

  V Congreso ACHE, 1-10, 2011

• Efecto del enrollado y enderezado en las propiedades mecánicas de barras de acero de diámetro medio y grande fabricadas en rollo

  JM Bairán García, AR Marí Bernat, H Ortega, JC Rosa

  Materiales de construcción 61 (304), 559-581, 2011

• Effects of winding and straightening of medium and large diameter reinforcing bars manufactured in coils in their mechanical properties

  JM Bairan, AR Marí, H Ortega, JC Rosa

  Materiales de Construcción 61 (304), 559-581, 2011

• Seismic performance analysis of the masonry buildings, typical of the Example district of Barcelona

  R Moreno-González, JM Bairán

  Informes de la Construcción 63 (524), 21-32, 2011

• Método para el dimensionamiento de secciones parcialmente pretensadas con fisuración controlada o fatiga

  JM Bairán García, AR Marí Bernat

  V Congreso ACHE, 1-10, 2011

• Análisis del comportamiento sísmico de los edificios de obra de fábrica, típicos del distrito Eixample de Barcelona

  R Moreno-González, JM Bairán

  Informes de la Construcción 63 (524), 21-32, 2011

• Predicting the response of FRP-strengthened reinforced-concrete flexural members with nonlinear evolutive analysis models

  AR Marí, E Oller, JM Bairán

  Journal of Composites for Construction 15 (5), 799-809, 2011

• Formigó armat i pretensat.

  ARM Bernat, CM Borrell

  Universitat Politecnica de Catalunya. Iniciativa Digital Politecnica, 2010

• Cálculo simplificado de flechas instantáneas y diferidas en elementos a flexión de hormigón armado

  N Duarte Gómez

  Universitat Politècnica de Catalunya, 2010

• Estudio del comportamiento del hormigón armado ante esfuerzos normales y tangentes mediante modelos seccionales de interacción completa

  JM Bairán, AR Marí, S Mohr

  Informes de la Construcción 62 (518), 65-77, 2010

• Long-term deflections in cracked reinforced concrete flexural members

  AR Marí, JM Bairán, N Duarte

  Engineering structures 32 (3), 829-842, 2010

• A frame element model for the analysis of reinforced concrete structures under shear and bending

  S Mohr, JM Bairán, AR Marí

  Engineering structures 32 (12), 3936-3954, 2010

• Nonlinear modelling of reinforced concrete structures

  JM Bairán García

  Earthquake Engineering by the Beach Workshop: a Relaxed Workshop on ..., 2009

• Proyecto de estructuras de hormigón armado con aceros de alta ductilidad

  JM Bairán García

  Universitat Politècnica de Catalunya, 2007

• Shear-bending-torsion interaction in structural concrete members: a nonlinear coupled sectional approach

  JMB Garcia, ARM Bernat

  Archives of Computational Methods in Engineering 14 (3), 249-278, 2007

• Multiaxial-coupled analysis of RC cross-sections subjected to combined forces

  JM Bairan, AR Mari

  Engineering structures 29 (8), 1722-1738, 2007

• Coupled model for the nonlinear analysis of sections made of anisotropic materials, subjected to general 3D loading. Part 2: Implementation and validation

  JMB Garcia, AR Mari

  Computers & structures 84 (31), 2264-2276, 2006

• Coupled model for the nonlinear analysis of sections made of anisotropic materials, subjected to general 3D loading. Part 2: Implementation and validation

  JMB Garcia, AR Mari

  Computers & structures 84 (31), 2264-2276, 2006

• Coupled model for the non-linear analysis of anisotropic sections subjected to general 3D loading. Part 2: Implementation and validation

  JM Bairan, AR Mari

  Computers & Structures 84, 2264-2276, 2006

• Coupled model for the non-linear analysis of anisotropic sections subjected to general 3D loading. Part 1: Theoretical formulation

  JMB Garcia, ARM Bernat

  Computers & structures 84 (31), 2254-2263, 2006

• Coupled model for the non-linear analysis of anisotropic sections subjected to general 3D loading. Part 1: Theoretical formulation

  JM Bairan-Garcia, AR Mari-Bernat

  Computers & structures 84 (31), 2254-2263, 2006

• A non-linear coupled model for the analysis of reinforced concrete sections under bending, shear, torsion and axial forces

  JM Bairán García

  Universitat Politècnica de Catalunya, 2005

• A non-linear coupled model for the analysis of reinforced concrete sections under bending, shear, torsion and axial forces

  JM Bairán García

  Universitat Politècnica de Catalunya, 2005

• A non-linear totally-coupled model for RC sections under 3D bending, shear, torsion and axial loading

  JM Bairan

  Ph. D. thesis. Technical University of Catalonia, Barcelona, 2005

• Evaluación probabilista del comportamiento sísmico de edificios porticados de hormigón armado

  R Moreno, J Bairán, L Pujades, A Aparicio, A Barbat

  Hormigón y acero 231, 125-136, 2004