| 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 | 61 | 2018 |
| 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 | 44 | 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 | 31 | 2018 |
| 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 | 25 | 2020 |
| 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 |
| 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 | 19 | 2021 |
| Effective thickness of timber elements for the evaluation of brittle failure in timber-to-steel connections with large diameter fasteners loaded parallel-to-grain at the … M Yurrita, JM Cabrero Engineering Structures 209, 109959, 2020 | 19* | 2020 |
| 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 | 14 | 2020 |
| Experimental analysis of plug shear failure in timber connections with small diameter fasteners loaded parallel-to-grain M Yurrita, JM Cabrero Engineering Structures 238, 111766, 2021 | 9 | 2021 |
| Brittle failure in the parallel-to-grain direction of timber connections with small diameter dowel-type fasteners: A new design model for plug shear M Yurrita, JM Cabrero, E Moreno-Zapata Engineering Structures 241, 112450, 2021 | 7 | 2021 |
| A review of the existing models for brittle failure in connections loaded parallel to the grain JM Cabrero, M Yurrita Design of Connections in Timber Structures: A State-of-the-art Report by …, 2018 | 7 | 2018 |
| Failure of timber constructions JM Cabrero, B Iraola, M Yurrita Handbook of Materials Failure Analysis, 123-152, 2018 | 5 | 2018 |
| Chapter 7-Failure of timber constructions, in Handbook of Materials Failure Analysis, ASH Makhlouf and M. Aliofkhazraei, Eds JM Cabrero, B Iraola, M Yurrita Butterworth-Heinemann, 2018 | 4 | 2018 |
| Madera microlaminada de haya M Yurrita-Lozano, E Moreno-Zapata, MA Basterrechea-Arévalo, ... | | 2021 |
| Multiple shear plane timber connections with slotted-in steel plates and dowel-type fasteners: a study of the brittle failure mode in the parallel-to-grain direction M Yurrita, JM Cabrero, P Quenneville New Zealand Journal of Timber Design 27 (3), 17-26, 2019 | | 2019 |
| Experimental analysis of the influence of openings in the deflection of cross-laminated timber plates loaded out of plane P González-Serna, M Yurrita, JM Cabrero | | |
José Manuel CabreroOnesta Wood Chair Director. Professor. University of Navarra在 unav.es 的电子邮件经过验证
