José Manuel Cabrero
José Manuel Cabrero
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
Development of practical design methods for steel structures with semi-rigid connections
JM Cabrero, E Bayo
Engineering Structures 27 (8), 1125-1137, 2005
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
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
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
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
Evaluation of failure criteria in wood members
JM Cabrero, KG Gebremedhin, J Elorza
2009 Reno, Nevada, June 21-June 24, 2009, 1, 2009
Assessment of phenomenological failure criteria for wood
JM Cabrero, C Blanco, KG Gebremedhin, A Martin-Meizoso
European Journal of Wood and Wood Products 70 (6), 871-882, 2012
Proposal for reorganization of the connections chapter of Eurocode 5
M Stepinac, JM Cabrero, K Ranasinghe, M Kleiber
Engineering structures 170, 135-145, 2018
Mechanical behaviour and life cycle assessment of fibre-reinforced timber profiles
A Heiduschke, JM Cabrero, C Manthey, P Haller, E Günther
L. Braganca, H. Koukkari, H. Blok, R. and Cervasio, M. Velkovic, RUV Plewako …, 2008
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
An Assessment of the Rotation Capacity Required for Structural Hollow Sections for Plastic Analysis
B Gil, JM Cabrero, R Goñi, E Bayo
Tubular structures X, 277-284, 2017
Nuevas propuestas para el diseño de pórticos y uniones semirrígidas de acero
JM Cabrero-Ballarín
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
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
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
Design oriented failure model for wood accounting for different tensile and compressive behavior
C Blanco, JM Cabrero, A Martin-Meizoso, KG Gebremedhin
Mechanics of Materials 83, 103-109, 2015
Pressure-overclosure law for the simulation of contact in spruce joints
B Iraola, JM Cabrero, B Gil
World Conference on Timber Engineering, At Vienna, 2019-27, 2016
Parametric analysis of composite reinforced wood tubes under axial compression
JM Cabrero, A Heiduschke, P Haller
World conference on timber engineering, 20-24, 2010
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
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