| 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 | 119 | 2006 |
| Development of practical design methods for steel structures with semi-rigid connections JM Cabrero, E Bayo Engineering Structures 27 (8), 1125-1137, 2005 | 97 | 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 | 83 | 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 | 60 | 2018 |
| 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 | 51 | 2007 |
| 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 | 40 | 2019 |
| 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 | 29 | 2018 |
| 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 | 27 | 2016 |
| 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 | 26 | 2012 |
| 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 | 23 | 2020 |
| 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 | 22 | 2010 |
| Evaluation of failure criteria in wood members JM Cabrero, KG Gebremedhin, J Elorza 2009 Reno, Nevada, June 21-June 24, 2009, 1, 2009 | 22 | 2009 |
| 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 | 21 | 2019 |
| Proposal for reorganization of the connections chapter of Eurocode 5 M Stepinac, JM Cabrero, K Ranasinghe, M Kleiber Engineering structures 170, 135-145, 2018 | 19 | 2018 |
| 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 | 17 | 2021 |
| 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 | 16 | 2021 |
| 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 | 15 | 2017 |
| 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 | 15 | 2008 |
| Nuevas propuestas para el diseño de pórticos y uniones semirrígidas de acero JM Cabrero-Ballarín | 14 | 2006 |
| 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 | 12 | 2020 |
Miguel Yurrita LozanoUniversidad de NavarraDirección de correo verificada de alumni.unav.es
