The AISC Education Archives contains a collection of recorded webinars, conference proceedings and articles that can be accessed at any time. All recordings are free to view.
Search by PDH CREDIT to find courses where credit can be earned through purchasing and passing a quiz.
1585 result(s) found
|Lateral-Torsional Buckling of Simply Supported Anisotropic Steel-FRP Beams Under Pure Bending Condition||0||Mar 2017||Hayder A. Rasheed, Habiburrahman Ahmadi and AlaaEldin Abouelleil, Kansas State University, Manhattan, KS||SSRC|
|Loss-of-Stability vs Yielding-Type Collapse Mode in 3D Steel Structures under a Column Removal Scenario||0||Mar 2017||Panos Pantidis and Simos Gerasimidis, University of Massachusetts, Amherst, MA||SSRC|
|Stability and Strength Behavior of Thin-Walled Roof-Panel-Purlin System under Wind Loading||0||Mar 2017||Yared Shifferaw and Kermelos Woldeyes, Drexel University, Philadelphia, PA; Girma Bitsuamlak, University of Western Ontario, London, ON, Canada||SSRC|
|Finite Element Analysis on Shear Strength of Cold-Formed Steel Shear Walls Using Corrugated Sheet Sheathing||0||Mar 2017||Wenying Zhang and Yuanqi Li, Tongji University, Shanghai, China; Mahsa Mahdavian and Cheng Yu, University of North Texas, Denton, TX||SSRC|
|On the Investigation of the Most Critical Shape Imperfections for Wind Turbine Tower Shell Structures||0||Mar 2017||Kshitij Kumar Yadav and Simos Gerasimidis, University of Massachusetts, Amherst, MA; Jens Lycke Wind, Vestas Wind Systems A/S, Aarhus, Denmark||SSRC|
|Computational Assessment of the Residual Stresses of a Wind Turbine Tower Steel Shell and their Effect on its Buckling Capacity||0||Mar 2017||Simos Gerasimidis, University of Massachusetts, Amherst, MA||SSRC|
|Experimental and Numerical Characterization of HSS Rotational Capacity||0||Mar 2017||Elsy Saloumi, Marielle Hayeck and Joanna Nseir, University of Applied Sciences of Western Switzerland - Fribourg, Switzerland; Nicolas Boissonnade, Laval University, Québec, Canada||SSRC|
|Stability of Extended Beam-to-Girder Shear Tab Connections Under Gravity Induced Shear Force||0||Mar 2017||Mohammad Motallebi and Colin A. Rogers, McGill University, Montreal, QC; Dimitrios G. Lignos, Swiss Federal Institute of Technology, Lausanne (EPFL), Lausanne, Switzerland||SSRC|
|Stability and Moment-Rotation Behavior of Cold-Formed Steel Purlins with Sleeved Bolted Connection||0||Mar 2017||Fernando H. Gilio and Maxiliano Malite, University of São Paulo, São Paulo, Brazil; Luiz C. M. Vieira, Jr., University of Campinas, São Paulo, Brazi||SSRC|
|Design Methods for Columns with Intermediate Elastic Torsional Restraint||0||Mar 2017||Hannah B. Blum and Kim J.R. Rasmussen, University of Sydney, Sydney, NSW, Australia||SSRC|