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Documents publiés en "2025"

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Nombre de documents: 6

Département des génies civil, géologique et des mines

Cano, P. A., Comeau, C., Imanpour, A., & Tremblay, R. (2025). Full-Scale Testing of Two-Tiered Steel Special Concentrically Braced Frames: Seismic Response and Design Method. Journal of Structural Engineering, 151(10), 04025162 (16 pages). Lien externe

Chhoeng, O., Mefande Wack, M. C., Tremblay, R., & Boissonnade, N. (2025). Stability and design of built-up columns: effect of 2nd order shear forces. Journal of Constructional Steel Research, 236, 110052 (19 pages). Lien externe

Chhoeng, O., Mefande Wack, M. C., Tremblay, R., & Boissonnade, N. (avril 2025). Stability and response of lacing systems in laced built-up truss bridge column [Communication écrite]. Annual Stability Conference Structural Stability Research Council, Louisville, KY, USA (23 pages). Lien externe

Hariri, B., Christopoulos, C., & Tremblay, R. (2025). Enhancing Seismic Stability in Steel Buildings: A Numerical Evaluation of the Novel Seismic Stability Provisions Proposed for the CSA S16:24 Commentary for Stable and Resilient Post-earthquake Performance. Lecture notes in civil engineering, 313-327. Présentée à Canadian Society for Civil Engineering Annual Conference (CSCE 2024), Niagara Falls, ON, Canada. Lien externe

Mefande Wack, M. C., Chhoeng, O., Tremblay, R., & Boissonnade, N. (avril 2025). On the definition of geometric imperfections in the F.E. modelling of local buckling in hot-rolled channel sections [Communication écrite]. Annual Stability Conference Structural Stability Research Council 2025, Louisville, KY, USA (17 pages). Publié dans Proceedings of the Annual Stability Conference Structural Stability Research Council, SSRC 2025. Lien externe

Rahmzadeh, A., Shahria Alam, M., & Tremblay, R. (2025). Effect of Influential Parameters on Lateral Cyclic Response of Posttensioned Base Rocking Steel Bridge Piers. Journal of Structural Engineering, 152(1), 04025232 (19 pages). Lien externe

Liste produite: Mon Dec 8 02:21:28 2025 EST.