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