P. Quenneville
- Proposal for a Mechanics-Based Bolted Connection Design Approach for AS1720.1. In: Australian Journal of Structural Engineering, v. 9, n. 2 ( 2009). (2009):
- Investigating brittle failures in multiple-nail steel-to-timber connections. In: Australian Journal of Civil Engineering, v. 10, n. 2 ( 2012). (2012):
- Group Tear-Out in Small-Dowel-Type Timber Connections: Brittle and Mixed Failure Modes of Multinail Joints. In: Journal of Structural Engineering (ASCE), v. 141, n. 2 (Februar 2015). (2015):
- Effects of end distance and thickness on the tensile resistance of 102 mm shear plates. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 22, n. 6 (Dezember 1995). (1995):
- Combined effects of end distance and spacing on the resistance of split ring connectors loaded in tension. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 21, n. 5 (Oktober 1994). (1994):
- Bearing Strength Capacity of Continuous Supported Timber Beams: Unified Approach for Test Methods and Structural Design Codes. In: Journal of Structural Engineering (ASCE), v. 138, n. 2 (Februar 2012). (2012):