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Beland, 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. Lien externe
Beland, 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. Lien externe
Beland, 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 (United States), 146(7), 11 pages. Lien externe
Davaran, A., Beland, T., & Tremblay, R. (2019). Elastic-Plastic Analysis of Bolted Angles Usable in Steel Frame Connections. Journal of Structural Engineering (United States), 145(7), 13 pages. Lien externe
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. Lien externe
Beland, T., Bradley, C., Nelson, J., Davaran, A., Hines, É. M., Tremblay, R., & Fahnestock, L. A. (avril 2014). Experimental behavior of bolted angles and beam-to-column connections [Communication écrite]. Structures Congress 2014, Boston, MA, United states. Lien externe
Fahnestock, L. A., Hines, E. M., Tremblay, R., Bradley, C., Nelson, J., Beland, T., Davaran, A., & Sizemore, J. (juillet 2014). Reserve capacity and implications for seismic collapse prevention for low-ductility braced frames in moderate seismic regions [Communication écrite]. 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering (NCEE 2014), Anchorage, AK, United states. Lien externe
