Colin A. Rogers

Affiliations: 
Department of Civil Engineering & Applied Mechanics McGill University, Montreal, QC, Canada 
Area:
Civil Engineering
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"Colin Rogers"
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Publications

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Pham SH, Pham CH, Rogers CA, et al. (2020) Shear Strength Experiments and Design of Cold-Formed Steel Channels with Web Holes Journal of Structural Engineering-Asce. 146: 4019173
Pham SH, Pham CH, Rogers CA, et al. (2019) Experimental validation of the Direct Strength Method for shear spans with high aspect ratios Journal of Constructional Steel Research. 157: 143-150
Motallebi M, Lignos DG, Rogers CA. (2019) Full-scale testing of stiffened extended shear tab connections under combined axial and shear forces Engineering Structures. 185: 90-105
Ibrahim OA, Lignos DG, Rogers CA. (2019) Recommendations for Improved Welding Procedures for Thick Steel Plates Through Thermo-Mechanical Analysis International Journal of Steel Structures. 19: 193-212
Mottier P, Tremblay R, Rogers CA. (2018) Shake Table Test of a Half-Scale 2-Storey Steel Building Seismically Retrofitted Using Rocking Braced Frame System Key Engineering Materials. 763: 466-474
Nikolaidou V, Latreille P, Lignos DG, et al. (2018) Seismic Performance Characterization of Wood-Sheathed and Cold-Formed Steel Framed Floor and Roof Diaphragm Structures Journal of Structural Engineering-Asce. 144: 4017215
Brière V, Santos V, Rogers CA. (2018) Cold-formed steel centre-sheathed (mid-ply) shear walls Soil Dynamics and Earthquake Engineering. 114: 253-266
Motallebi M, Lignos DG, Rogers CA. (2018) Behaviour of stiffened extended shear tab connections under gravity induced shear force Journal of Constructional Steel Research. 148: 336-350
Mottier P, Tremblay R, Rogers C. (2018) Seismic retrofit of low‐rise steel buildings in Canada using rocking steel braced frames Earthquake Engineering & Structural Dynamics. 47: 333-355
Ibrahim OA, Lignos DG, Rogers CA. (2017) A probabilistic approach for assessing discontinuities in structural steel components based on Charpy-V-notch tests Engineering Structures. 147: 1-11
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