Martin Leclerc
- (2022): Development and application of multi-axis hybrid simulation for seismic stability of steel braced frames. In: Engineering Structures, v. 252 (Februar 2022).
- (2011): Real-time dynamic substructuring testing of viscous seismic protective devices for bridge structures. In: Engineering Structures, v. 33, n. 12 (Dezember 2011).
- (2007): Hydrostatic, Temperature, Time-Displacement Model for Concrete Dams. In: Journal of Engineering Mechanics (ASCE), v. 133, n. 3 (März 2007).
- (2017): Fatigue failure of 350WT steel under large-strain seismic loading at room and subfreezing temperatures. In: Construction and Building Materials, v. 145 (August 2017).
- (2013): Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large-amplitude shake table testing. In: Earthquake Engineering and Structural Dynamics, v. 42, n. 7 (Juni 2013).
- (2013): Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low-amplitude shake table testing. In: Earthquake Engineering and Structural Dynamics, v. 42, n. 7 (Juni 2013).
- (2000): Seismic Safety of Gravity Dams: From Shake Table Experiments to Numerical Analyses. In: Journal of Structural Engineering (ASCE), v. 126, n. 4 (April 2000).
- (2012): Shake Table Testing of Slender RC Shear Walls Subjected to Eastern North America Seismic Ground Motions. In: Journal of Structural Engineering (ASCE), v. 138, n. 12 (Dezember 2012).
- (2017): 11.06: Application of hybrid simulation for the evaluation of the buckling response of steel braced frame columns. In: ce/papers, v. 1, n. 2-3 (September 2017).
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