Dr. Bashar Hariri is a PREP Research Associate with the Earthquake Engineering Group in the Engineering Laboratory at the National Institute of Standards and Technology (NIST). He is affiliated with The George Washington University through the PREP program and collaborates with the Department of Civil and Environmental Engineering at the University of California, Berkeley. His research centers on the seismic resilience and functional recovery of steel structures, with a focus on post-earthquake performance, advanced steel bracing systems, and experimentally validated approaches for resilient design.
Prior to his appointment at NIST, Dr. Hariri served as a Postdoctoral Research Fellow at the University of Toronto, where he conducted research on numerical hybrid simulation and full-scale experimental testing of innovative steel systems for high-seismic regions. His work has combined structural engineering, advanced computational modeling, and experimental investigation to improve the stability, resilience, and post-earthquake reparability of steel buildings.
Dr. Hariri earned his Ph.D. in Civil Engineering from Polytechnique Montréal. His doctoral and postdoctoral research has contributed to the advancement of seismic design strategies for steel buildings, including methods to mitigate P-delta effects, reduce residual deformations, and support the development of more resilient structural systems and design provisions.
Among his distinctions are the 2026 NIST PREP Award, the 2025 ASCE/SEI Future Leaders Scholarship, the 2024 AISC/SSRC Vinnakota Award, the 2024 ASCE/SEI Tier 1 Young Professionals Scholarship, the 2025–2026 John Charles Polanyi Prize nomination, the 2022 G.J. Jackson Fellowship Award, and competitive FRQNT doctoral and postdoctoral fellowships.
Hariri, B., Zhong, C., Montgomery, M. & Christopoulos, C. (2026). Viscoelastically Enhanced Buckling Restrained Braces For P-Delta Cancelation and Reduced Residual Drifts. ASCE Journal of Structural Engineering, 152(3). https://doi.org/10.1061/JSENDH.STENG-15416
Hariri, B. & Christopoulos, C. (2024). Numerical Hybrid Simulation Assessment of E-BRBF and E-FBF Systems for Seismic Resilience in Steel Buildings: Mitigating P-Delta Effects and Enhancing Post-Earthquake Performance. Earthquake Engineering and Structural Dynamics, 53(12), 3754-3774. https://doi.org/10.1002/eqe.4195
Hariri, B., Montgomery, M., Zhong, C. & Christopoulos, C. (2024). Enhancing the Seismic Stability of Buckling-Restrained Steel Braced Frames in Subduction Interface Seismic Regions Using Viscoelastic Dampers. Earthquake Spectra, 41(2), 1364-1388. https://doi.org/10.1177/87552930241298916
Hariri, B., & Lin, L. (2021). Estimating a Seismic Wave Velocity for Exciting the Greatest Anticipated Vertical Deck Displacement of a Cable-Stayed Bridge Subjected to Asynchronous Excitation. International Journal of Concrete Structures and Materials, 15(1), 1-17. https://doi.org/10.1186/s40069-020-00450-9
Hariri, B., Zhong, C., Montgomery, M. & Christopoulos, C. (2026). Experimental Evaluation of Viscoelastically Enhanced Buckling-Restrained Braces under Cyclic Loading. Accepted for publication in the Proceedings of the 13th National Conference on Earthquake Engineering, Portland, Oregon, USA.
Hariri, B. & Christopoulos, C. (2026). On The Effectiveness of Secondary Stiffness For P-Delta Cancellation. Accepted for publication in the Proceedings of the 2026 CSCE Annual Conference, Quebec City, Quebec, Canada.
Hariri, B., Zhong, C., Montgomery, M. & Christopoulos, C. (2025). A Novel Brace for Enhanced Seismic Stability in High-Rise Steel Buildings. Proc. 2025 CSCE Annual Conference (in production), Winnipeg, Manitoba, Canada
Hariri, B., Christopoulos, C. & Tremblay, R. (2024). 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. Proc. 2024 CSCE Annual Conference, Niagara Falls, ON., Canada.
Hariri, B., Montgomery, M., Zhong, C. & Christopoulos, C. (2024). Integrating Viscoelastic Damping Elements for Enhanced Seismic Stability in Tall Steel Buildings under Subduction Interface Earthquakes. Proc. 11th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2024), Salerno, Italy.
Hariri, B., Christopoulos, C. & Tremblay, R. (2024). Design Guidelines for Mitigating P-Delta Effects on the Seismic Response of Multi-Storey Steel Building Structures in Moderate and High Seismic Regions. Proc. 2024 Annual Stability Conference (SSRC - NASCC), San Antonio, Texas, USA.
Hariri, B., Tremblay, R., & Christopoulos, C. (2023). Multi-Platform Numerical Hybrid Simulation Assessment of the Seismic Stability of the E-BRBF and E-FBF Systems for Tall Buildings in Vancouver. Proc. 13th Canadian Conference - Pacific Conference on Earthquake Engineering, Vancouver, Canada.
Hariri, B., & Tremblay, R. (2023). Mitigating P-Delta Effects on the Seismic Response of Mid- and High-Rise Eccentrically and Buckling-Restrained Steel Braced Frames in the Vancouver Region. Proc. 13th Canadian Conference - Pacific Conference on Earthquake Engineering, Vancouver, Canada.
Hariri, B., & Tremblay, R. (2022). Effective Steel Braced Frames For Tall Building Applications in High Seismic Regions. Proc. 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2022), Timisoara, Romania.
Hariri, B., & Tremblay, R. (2021). Influence of Brace Modelling on the Seismic Stability Response of Tall Buckling Restrained Braced Frame Building Structures. Proc. 17th World Conference on Earthquake Engineering, Sendai, Japan.
Hariri, B., & Tremblay, R. (2021). Influence of Flange Local Buckling of I-Shaped Braces on the Seismic Response of Concentrically Steel Braced Frames. Proc. 17th World Conference on Earthquake Engineering, (17WCEE), Sendai, Japan.
Hariri, B., & Lin, L. (2018). Evaluating the Response of Cable-Stayed Bridges Subjected to Delayed Seismic Time-Histories Using Multi-Support Excitation. Proc. 3rd International Conference on Civil, Structural and Transportation Engineering, Niagara Falls, Canada.