Miguel Yurrita
- (2021): On the need of distinguishing ductile and brittle failure modes in timber connections with dowel-type fasteners. In: Engineering Structures, v. 242 (September 2021).
- (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. In: Engineering Structures, v. 241 (August 2021).
- (2021): Experimental analysis of plug shear failure in timber connections with small diameter fasteners loaded parallel-to-grain. In: Engineering Structures, v. 238 (July 2021).
- (2020): New design model for splitting in timber connections with one row of fasteners loaded in the parallel-to-grain direction. In: Engineering Structures, v. 223 (November 2020).
- (2020): New design model for brittle failure in the parallel-to-grain direction of timber connections with large diameter fasteners. In: Engineering Structures, v. 217 (August 2020).
- (2020): 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 elastic range: A new method based on a beam on elastic foundation. In: Engineering Structures, v. 209 (April 2020).
- (2018): New criteria for the determination of the parallel-to-grain embedment strength of wood. In: Construction and Building Materials, v. 173 (June 2018).
- (2019): Brittle failure in the parallel-to-grain direction of multiple shear softwood timber connections with slotted-in steel plates and dowel-type fasteners. In: Construction and Building Materials, v. 216 (August 2019).
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