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Alam, M. S., Tremblay, R., Islam, K., Rahmzadeh, A., Hossain, F., & King, P. (2020, September). Use of rocking steel piers for enhanced seismic performance of bridges [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (12 pages). Unavailable
Hossain, F., Rahmzadeh, A., Tremblay, R., & Alam, M. S. (2024). Multi-spring model for tubular rocking steel bridge piers subjected to earthquake loading. Engineering Structures, 315, 118449 (17 pages). External link
Rahmzadeh, A., Alam, M. S., & Tremblay, R. (2023). 3D response simulation of a bridge with a posttensioned base rocking steel pier under sequential loading of traffic loads, braking force, and earthquake excitations. Earthquake Engineering & Structural Dynamics, 52(9), 2830-2851. External link
Rahmzadeh, A., Alam, M. S., & Tremblay, R. (2023). Cyclic Response of Buckling-Restrained Stainless Steel Energy Dissipating Bars. I: Experimental Investigations. Journal of Engineering Mechanics, 149(4), 14 pages. External link
Rahmzadeh, A., Tremblay, R., & Alam, M. S. (2023). Cyclic Response of Buckling-Restrained Stainless Steel Energy Dissipating Bars. II: Finite Element Investigations. Journal of Engineering Mechanics, 149(4), 12 pages. External link
Rahmzadeh, A., Tremblay, R., & Alam, M. S. (2022). Finite-element simulation of the lateral response of posttensioned base rocking steel bridge piers. Journal of Structural Engineering, 148(9), 18 pages. External link
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. External link
Rahmzadeh, A., Alam, M. S., & Tremblay, R. (2018). Analytical Prediction and Finite-Element Simulation of the Lateral Response of Rocking Steel Bridge Piers with Energy-Dissipating Steel Bars. Journal of Structural Engineering (United States), 144(11), 15 pages. External link
Wakjira, T. G., Rahmzadeh, A., Alam, M. S., & Tremblay, R. (2022). Explainable machine learning based efficient prediction tool for lateral cyclic response of post-tensioned base rocking steel bridge piers. Structures, 44, 947-964. External link
