Pierre Quenneville 
- (2023): Numerical modeling investigation of cross-laminated timber connections consisting of multiple glued-in rods. In: Structures, v. 53 (July 2023).
- (2023): Pinching-Free Connector in a Self-Centering Braced Frame. In: Journal of Structural Engineering (ASCE), v. 149, n. 7 (July 2023).
- (2022): Seismic performance of modular steel buildings (MSBs) equipped with resilient slip friction joints (RSFJs). In: Journal of Building Engineering, v. 47 (April 2022).
- (2022): Power-actuated fasteners in single shear-An experimental investigation and proposed design rules. In: Engineering Structures, v. 259 (May 2022).
- (2021): Resilient slip friction joint performance: Component analysis, spring model and anti-locking mechanism. In: Structures, v. 33 (October 2021).
- (2021): Pinching-Free Connector for Timber Structures. In: Journal of Structural Engineering (ASCE), v. 147, n. 5 (May 2021).
- (2012): A numerical approach for simulating the behaviour of timber shear walls. In: Structural Engineering and Mechanics, v. 42, n. 3 (May 2012).
- (2021): Seismic performance of friction-damped steel frames integrated with resilient tension-only braces. In: Journal of Constructional Steel Research, v. 176 (January 2021).
- (2020): Seismic assessment of rocking timber walls with energy dissipation devices. In: Engineering Structures, v. 221 (October 2020).
- (2020): New Self-Centering Tension-Only Brace Using Resilient Slip-Friction Joint: Experimental Tests and Numerical Analysis. In: Journal of Structural Engineering (ASCE), v. 146, n. 10 (October 2020).
- (2020): The resilient slip friction joint tension-only brace beyond its ultimate level. In: Journal of Constructional Steel Research, v. 172 (September 2020).
- (2020): Seismic performance of timber structures using rocking walls with low damage hold-down connectors. In: Structures, v. 27 (October 2020).
- (2020): Seismic performance improvement of conventional timber brace using re-centring friction connection. In: Structures, v. 26 (August 2020).
- (2020): A new self-centering brace with zero secondary stiffness using elastic buckling. In: Journal of Constructional Steel Research, v. 169 (June 2020).
- (2020): Proposed design procedure for steel self-centring tension-only braces with resilient connections. In: Structures, v. 25 (June 2020).
- (2011): Numerical Modeling of the Failure Behavior of Dowel Connections in Wood. In: Journal of Engineering Mechanics (ASCE), v. 137, n. 3 (March 2011).
- (2014): A new type of symmetric slip-friction connector. In: Journal of Constructional Steel Research, v. 94 (March 2014).
- (2016): Seismic performance of hybrid self-centring steel-timber rocking core walls with slip friction connections. In: Journal of Constructional Steel Research, v. 126 (November 2016).
- (2017): Seismic resistant rocking coupled walls with innovative Resilient Slip Friction (RSF) joints. In: Journal of Constructional Steel Research, v. 129 (February 2017).
- (2019): Seismic performance of a damage avoidance self-centring brace with collapse prevention mechanism. In: Journal of Constructional Steel Research, v. 155 (April 2019).
- (2015): New design approach for controlling brittle failure modes of small-dowel-type connections in Cross-laminated Timber (CLT). In: Construction and Building Materials, v. 100 (December 2015).
- (2016): A numerical study of coupled timber walls with slip friction damping devices. In: Construction and Building Materials, v. 121 (September 2016).
- (2017): Seismic resilient lateral load resisting system for timber structures. In: Construction and Building Materials, v. 149 (September 2017).
- (2012): A numerical study of the seismic behaviour of timber shear walls with slip-friction connectors. In: Engineering Structures, v. 34 (January 2012).
- (2018): Predicting the Effective Flange Width of a CLT Slab in Timber Composite Beams. In: Journal of Structural Engineering (ASCE), v. 144, n. 7 (July 2018).
- (2016): Rocking Timber Structure with Slip-Friction Connectors Conceptualized As a Plastically Deformable Hinge within a Multistory Shear Wall. In: Journal of Structural Engineering (ASCE), v. 142, n. 4 (April 2016).
- (2014): Moment Connection for Quick Assembly of Timber Portal Frame Buildings: Theory and Validation. In: Journal of Structural Engineering (ASCE), v. 140, n. 1 (January 2014).
- (2017): Overstrength of dowelled CLT connections under monotonic and cyclic loading. In: Bulletin of Earthquake Engineering, v. 16, n. 2 (September 2017).
- (1994): Relaxation behaviour of prestressed wood assemblies. Part 2: Theoretical study. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 21, n. 5 (October 1994).
- (1994): Relaxation behaviour of prestressed wood assemblies. Part 1: Experimental study. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 21, n. 5 (October 1994).
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