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Béland, T., Tremblay, R., Fahnestock, L. A., & Hines, E. M. (2020, September). Contribution of the gravity beam-column connections to the seismic reserve capacity of steel buildings [Paper]. 17th world Conference on Earthquake Engineering (17WCEE), Sendai, Japan (13 pages). External link
Béland, T., Bradley, C. R., Nelson, J., Sizemore, J. G., Davaran, A., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (2020). Experimental Parametric Characterization of Bolted Angle Connection Behavior. Journal of Structural Engineering, 146(8), 17 pages. External link
Béland, T., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (2020). Full-Scale Cyclic Rotation and Shear-Load Testing of Double Web with Top and Seat Angle Beam-Column Connections. Journal of Structural Engineering, 146(8), 14 pages. External link
Béland, T., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (2020). Rotational Capacity of Bolted Double-Web-Angle Beam-Column Gravity Connections through Full-Scale Experimental Testing. Journal of Structural Engineering, 146(7), 11 pages. External link
Beland, T., Tremblay, R., Sizemore, J., Fahnestock, L. A., Bradley, C., & Hines, E. (2018). Contribution of Beam-Column Connections with Bolted Angles in the Reserve Capacity and Full-Scale Cyclic Testing. Key Engineering Materials, 763, 475-84. External link
Beland, T., Bradley, C., Nelson, J., Davaran, A., Hines, É. M., Tremblay, R., & Fahnestock, L. A. (2014, April). Experimental behavior of bolted angles and beam-to-column connections [Paper]. Structures Congress 2014, Boston, MA, United states. External link
Bradley, C., Sizemore, J., Nelson, J., Tremblay, R., Hines, E. M., & Fahnestock, L. A. (2014, April). Large-scale testing of low-ductility, concentrically-braced frames [Paper]. Structures Congress 2014, Boston, Mass., USA. External link
Canales, M., Herrera, R., Fahnestock, L. A., Zaruma, S., & Tremblay, R. (2017, January). Seismic performance of buckling restrained braced frames in a chilean building [Paper]. 16th World Conference on Earthquake Engineering (WCEE 2017), Santiago, Chile (12 pages). External link
Davaran, A., Tremblay, R., Béland, T., Fahnestock, L. A., & Hines, E. M. (2014, April). Experimental behavior of low-ductility brace connection limit states [Paper]. Structures Congress 2014, Boston, MA, United states. External link
Fahnestock, L. A., Hines, E. M., Tremblay, R., Bradley, C., Nelson, J., Béland, T., Davaran, A., & Sizemore, J. (2014, July). Reserve capacity and implications for seismic collapse prevention for low-ductility braced frames in moderate seismic regions [Paper]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. External link
Imanpour, A., Tremblay, R., Davaran, A., Stoakes, C., & Fahnestock, L. A. (2017). Erratum for: “Seismic performance assessment of multitiered steel concentrically braced frames designed in accordance with the 2010 AISC seismic provisions” by Ali Imanpour, Robert Tremblay, Ali Davaran, Christopher Stoakes, and Larry A. Fahnestock. Journal of Structural Engineering, 143(5), 2 pages. External link
Imanpour, A., Tremblay, R., Davaran, A., Stoakes, C., & Fahnestock, L. A. (2016). Seismic performance assessment of multitiered steel concentrically braced frames designed in accordance with the 2010 AISC seismic provisions. Journal of Structural Engineering, 142(12), 13 pages. External link
Imanpour, A., Tremblay, R., Fahnestock, L. A., & Stoakes, C. (2016). Analysis and Design of Two-Tiered Steel Braced Frames under In-Plane Seismic Demand. Journal of Structural Engineering, 142(11). External link
Nelson, J., Davaran, A., Béland, T., Bradley, C., Hines, E. M., Tremblay, R., & Fahnestock, L. A. (2014, April). Cyclic experimental behavior of angles and applications for connection design and modeling [Paper]. Structures Congress 2014, Boston, MA, United states. External link
