Documents publiés en "2021"

A

Afifi, M., Moreau, R., Tremblay, R., & Rogers, C. A. (2021). Evaluation of the slotted-hidden-gap (SHG) connection for square HSS brace members. Journal of Constructional Steel Research, 179, 106548 (16 pages). Lien externe

Assily Alegre, M.-A., & Tremblay, R. (2021). Experimental program on the flexural response of steel joist top chord extensions. Journal of Constructional Steel Research, 186, 15 pages. Lien externe

D

Daneshvar, P., Dehghani, M., Bouaanani, N., Tremblay, R., & Léger, P. (septembre 2021). Effects of ground motion event-type on structural response due to the influence of higher modes [Communication écrite]. 17th World Conference on Earthquake Engineering, Sendai, Japan (9 pages). Lien externe

G

González Ureña, A., Tremblay, R., & Rogers, C. A. (2021). Earthquake-resistant design of steel frames with intentionally eccentric braces. Journal of Constructional Steel Research, 178, 18 pages. Lien externe

M

Mottier, P., Tremblay, R., & Rogers, C. (2021). Seismic behaviour of multi-storey gravity-controlled rocking braced-frame buildings including floor vertical response. Journal of Constructional Steel Research, 182, 13 pages. Lien externe

Mottier, P., Tremblay, R., & Rogers, C. (2021). Shake table test of a two-story steel building seismically retrofitted using gravity-controlled rocking braced frame system. Earthquake Engineering & Structural Dynamics, 50(6), 1576-1594. Lien externe

R

Rahmzadeh, A., Alam, M. S., & Tremblay, R. (2021). Experimental Investigations on the Lateral Cyclic Response of Post-Tensioned Rocking Steel Bridge Piers. Journal of Structural Engineering, 147(12), 18 pages. Lien externe

Rudman, A., Tremblay, R., & Rogers, C. A. (2021). Conventional I-shape brace member bolted connections under seismic loading: Laboratory study. Journal of Constructional Steel Research, 184, 15 pages. Lien externe

W

Wang, C., Rudman, A., Tremblay, R., & Rogers, C. A. (2021). Numerical investigation into I-shape brace connections of conventional concentrically braced frames. Engineering Structures, 236, 14 pages. Lien externe

Wang, C., Tremblay, R., & Rogers, C. A. (2021). Component-based model for bolted brace connections in conventional concentrically braced frames. Engineering Structures, 247, 17 pages. Lien externe

Wang, C., Tremblay, R., & Rogers, C. A. (2021). Parametric study on the I-shape brace connection of conventional concentrically braced frames. Journal of Constructional Steel Research, 182, 16 pages. Lien externe