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José Manuel Cabrero
José Manuel Cabrero
Onesta Wood Chair Director. Professor. University of Navarra
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An effective component-based method to model semi-rigid connections for the global analysis of steel and composite structures
E Bayo, JM Cabrero, B Gil
Engineering structures 28 (1), 97-108, 2006
1282006
Development of practical design methods for steel structures with semi-rigid connections
JM Cabrero, E Bayo
Engineering Structures 27 (8), 1125-1137, 2005
1032005
The semi-rigid behaviour of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I. Experimental evaluation
JM Cabrero, E Bayo
Journal of Constructional Steel Research 63 (9), 1241-1253, 2007
872007
Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners
JM Cabrero, M Yurrita
Engineering Structures 171, 895-910, 2018
612018
The semi-rigid behaviour of three-dimensional steel beam-to-column steel joints subjected to proportional loading. Part II: Theoretical model and validation
JM Cabrero, E Bayo
Journal of Constructional Steel Research 63 (9), 1254-1267, 2007
522007
Brittle failure in the parallel-to-grain direction of multiple shear softwood timber connections with slotted-in steel plates and dowel-type fasteners
M Yurrita, JM Cabrero, P Quenneville
Construction and Building Materials 216, 296-313, 2019
462019
New criteria for the determination of the parallel-to-grain embedment strength of wood
M Yurrita, JM Cabrero
Construction and Building Materials 173, 238-250, 2018
322018
An algorithm to model wood accounting for different tension and compression elastic and failure behaviors
B Iraola, JM Cabrero
Engineering structures 117, 332-343, 2016
312016
Assessment of phenomenological failure criteria for wood
JM Cabrero, C Blanco, KG Gebremedhin, A Martin-Meizoso
Holz als Roh-und Werkstoff 6 (70), 871-882, 2012
282012
New design model for brittle failure in the parallel-to-grain direction of timber connections with large diameter fasteners
M Yurrita, JM Cabrero
Engineering Structures 217, 110557, 2020
262020
Evaluation of failure criteria in wood members
JM Cabrero, KG Gebremedhin, J Elorza
2009 Reno, Nevada, June 21-June 24, 2009, 1, 2009
232009
On the need of distinguishing ductile and brittle failure modes in timber connections with dowel-type fasteners
M Yurrita, JM Cabrero
Engineering structures 242, 112496, 2021
222021
Analytical assessment of the load-carrying capacity of axially loaded wooden reinforced tubes
JM Cabrero, A Heiduschke, P Haller
Composite structures 92 (12), 2955-2965, 2010
222010
A probabilistic study of brittle failure in dowel-type timber connections with steel plates loaded parallel to the grain
JM Cabrero, D Honfi, R Jockwer, M Yurrita
Wood Material Science & Engineering 14 (5), 298-311, 2019
212019
Proposal for reorganization of the connections chapter of Eurocode 5
M Stepinac, JM Cabrero, K Ranasinghe, M Kleiber
Engineering structures 170, 135-145, 2018
212018
A geometrically defined stiffness contact for finite element models of wood joints
B Iraola, JM Cabrero, M Basterrechea-Arévalo, J Gracia
Engineering Structures 235, 112062, 2021
202021
New design model for splitting in timber connections with one row of fasteners loaded in the parallel-to-grain direction
M Yurrita, JM Cabrero
Engineering Structures 223, 111155, 2020
152020
An assessment of the rotation capacity required by structural hollow sections for plastic analysis
B Gil, JM Cabrero, R Goñi, E Bayo
Tubular structures X, 277-284, 2017
152017
Mechanical Behavior and Life Cycle Assessment of Fibre-Reinforced Timber Profiles
A Heiduschke, JM Cabrero, C Manthey, P Haller, E Günther
Sustainability of Constructions-Integrated Approach to Life-time Structural …, 2008
152008
Nuevas propuestas para el diseño de pórticos y uniones semirrígidas de acero
JM Cabrero-Ballarín
152006
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–20