Artículos científicos
A. Loureiro, M. López, R. Gutiérrez, J.M. Reinosa
Experimental comparison between threaded-bars and single-bolts end plate asymmetrical steel joints
ce/papers Volume 6, Issue 3-4:1185-1189 September 2023
M. López, A. Loureiro, R. Gutiérrez, J.M. Reinosa
Numerical analysis of the component column web in tension with additional plates: stiffness evaluation
ce/papers Volume 6, Issue 3-4:1233-1237 September 2023
J.M. Reinosa, A. Loureiro, R. Gutiérrez, M. López
Structures Volume 56, October 2023
J.M. Reinosa, A. Loureiro, R. Gutiérrez, M. López
Threaded bar stiffening in semi-rigid beam to column joints
ce/papers Volume 4, Issue 2-4; 01 September 2021
Manuel Lopez, Alfonso Loureiro, Ruth Gutierrez, Jose M. Reinosa
Engineering Structures 21 November 2020
Alfonso Loureiro, Manuel Lopez, Ruth Gutierrez, Jose M. Reinosa
Experimental evaluation, FEM and condensed stiffness matrices of 2D external welded haunched joints
Engineering Structures 24 December 2019
J. M. Reinosa, A. Loureiro, Ruth Gutierrez, M. Lopez
Mechanical stiffness prediction of beam-to-column stiffened angle joints
Journal of Constructional Steel Research May 2020
Alfonso Loureiro, Manuel Lopez, Ruth Gutierrez, J.M. Reinosa, Eduardo Bayo
Metamodelling of stiffness matrices for 2D welded asymmetric steel joints
Journal of Constructional Steel Research 2 August 2019
Ruth María Gutiérrez, Alfonso Loureiro, J. M. Reinosa, Manuel Lopez
Numerical study of semi-rigid behaviour joints for slender purlins
ce/papers Volume 3, Issue 3-4; 16 September 2019
Eduardo Bayo, Alfonso Loureiro, Manuel López, Luís Simões da Silva
General component based cruciform finite elements to model 2D steel joints with beams of equal and different depths
Engineering Structures 1 December 2017
José M. Reinosa, A. Loureiro, R. Gutiérrez, M. López
European stiffened angle connections: Numerical study
ce/papers Volume 1, Issue 2-3; 13 September 2017
R. Gutiérrez, A. Loureiro, J.M. Reinosa, M. López
Influence of semi-rigid sleeve joints on the multi-span purlin design
ce/papers Volume 1, Issue 2-3; 13 September 2017
M. Lopez, A. Loureiro, R. Gutierrez, J. M. Reinosa
Numerical analysis E-stubs with four bolts per row
ce/papers Volume 1, Issue 2-3; 13 September 2017
Alfonso Loureiro, Manuel Lopez, Eduardo Bayo
Shear behaviour of stiffened double rectangular column panels: Characterization and cruciform element
Journal of Constructional Steel Research February 2016
A. Loureiro, R. Calvo
Ensayos comparativos a escala real de cubierta formada por correas Z conformadas en frío
Informes de la Construcción; Vol 68;2016
Ruth Gutierrez, Alfonso Loureiro, J.M. Reinosa, Manuel Lopez
Numerical study of purlin joints with sleeve connections
Thin-Walled Structures September 2015
J. M. Reinosa, A. Loureiro, Ruth Gutierrez, M. Lopez
Analytical frame approach for the rotational stiffness prediction of beam-to-column angle connections
Journal of Constructional Steel Research March 2015
J.M. Reinosa, A. Loureiro, R. Gutierrez, M. Lopez
Analytical plate approach for the axial stiffness prediction of stiffened angle cleats
Journal of Constructional Steel Research, Volume 106, March 2015, Pages 77-88
Jose Manuel Reinosa, Luis E. Romera
Stability of megalithic structures against overturning
Journal of Cultural Heritage; Volume 16, Issue 6, Pages 798-804, 2015.
Eduardo Bayo, Alfonso Loureiro, Manuel Lopez
Shear behaviour of trapezoidal column panels. I: Experiments and finite element modelling
Journal of Constructional Steel Research May 2015
J. M. Reinosa, A. Loureiro, R. Gutiérrez, M. López
Experimental and numerical study of angle connections assembled with European profiles
Informes de la Construcción, Vol 66; Extra 1; 2014
A. Loureiro, M. Lopez, R. Gutierrez, J.M. Reinosa
A new analytical formulation for the E-stub strength calculation in three dimensional steel joints with additional plates welded to the weak axis
Engineering Structures, Volume 56, November 2013, Pages 2263-2272
A. Loureiro, M. López, R. Gutiérrez, J.M. Reinosa
Experimental and numerical analysis of E-stubs in three dimensional joints: A new analytical formulation for the stiffness calculation
Engineering Structures, Volume 53, August 2013, Pages 1-9
J.M. Reinosa, A. Loureiro, R. Gutierrez, M. Lopez
Analytical frame approach for the axial stiffness prediction of preloaded T-stubs
Journal of Constructional Steel Research, Volume 90, November 2013, Pages 156-163
A. Loureiro, A. Moreno, R. Gutiérrez, J.M. Reinosa
Experimental and numerical analysis of three-dimensional semi-rigid steel joints under non-proportional loading
Engineering Structures, Volume 38, May 2012, Pages 68-77
R. Gutierrez, A. Loureiro, M. Lopez, A. Moreno
Analysis of cold-formed purlins with slotted sleeve connections
Thin-Walled Structures, Volume 49, Issue 7, July 2011, Pages 833-841
A. Loureiro, J.M. Reinosa, R. Gutiérrez, A. Moreno
New Proposals on the calculation of the flexural resistance in angle connections
Journal of Constructional Steel Research, Volume 67, Issue 4, April 2011, Pages 613-622
A. Loureiro, R.Gutierrez, J.M. Reinosa and A. Moreno
Axial stiffness prediction of non-preloaded T-stubs: An analytical frame approach
Journal of Constructional Steel Research, Volume 66, Issue 12, December 2010, Pages 1516-1522
L.E. Romera, S. Hernández, J.M. Reinosa
Numerical characterization of the structural behaviour of the Basilica of Pilar in Zaragoza (Spain). Part 1: Global and local models
Advances in Engineering Software, Volume 39, Issue 4, April 2008, Pages 301-314
L.E. Romera, S. Hernández, R. Gutiérrez.
Numerical characterization of the structural behaviour of the basilica of pilar in Zaragoza (Spain). Part 2: Constructive process effects.
Advances in engineering software, 39, 315 – 326, 2008. ISBN: 0965-9978.
Romera, Luis E.; Hernández, Santiago; Reinosa, J.M.
Análisis del comportamiento estructural de la basílica del Pilar de Zaragoza
Revista internacional de métodos numéricos para cálculo y diseño en ingeniería, 2005, Vol. 21, núm. 3
J. Cuadrado, R. Gutiérrez, M.A. Naya and M. González
Experimental validation of a flexible MBS dynamic formulation through comparison between measured and calculated stresses on a prototype car.
Multibody System dynamics, 11, 147-166, Kluwer Academic Publishers, 2004.
A. Loureiro, R. Goñi, E. Bayo.
A Direct Method for Buckling Analysis of Single Layer Lattice Structures.
International Journal of Space Structures. Vol 17 No. 4 2002. Pág 285-292.
J. Cuadrado, R. Gutiérrez, M.A. Naya and P. Morer.
A comparison in terms of accuracy and efficiency between a MBS dynamic formulation with stress analysis and a FEA code.
International Journal for numerical methods in Engineering 51, 1033-1052, John Wiley & Sons, Ltd., 2001
E. Bayo, A. Loureiro,
An Efficient and Direct Method for the Buckling Analysis of Steel Frame Structures.
Journal of Constructional Steel Research, Vol 57 (2001). Pág 1321-1336
E. Bayo, A. Loureiro.
Un método directo para el diseño a pandeo en estructuras aporticadas de acero.
Hormigón y Acero, Vol. 214 , Diciembre 1999.
M.A. Serna, E. Bayo, I. Castillo, L. Clemos, A. Loureiro.
A Comparative Study Between Eurocode 3 and NBE-EA 95 for Standard Steel Construction.
J. Construct. Steel Res. Vol. 46, 1998.
R. Gutiérrez, U. Lugrís, J. cuadrado y L.E. Romera.
Modelización de sistemas multicuerpo flexibles para análisis dinámico con no linealidad geométrica.
Revista internacional de métodos numéricos para cálculo y diseño en ingeniería
A. Loureiro, E. Bayo.
An Efficient and Direct Analysis of Steel Frame Structures.
Trends in the Development of Machinery and Associated Technology. ISBN: 9958-617-18-8. Pág 705-708.
A. Loureiro, E. Bayo.
An Efficient and Direct Analysis of Tubular Steel Frame Structures.
Tubular Structures. ISBN: 90 5809 552 5. Pág 571-576.