The AISC Education Archives contains a collection of recorded webinars, conference proceedings and articles that can be accessed at any time.
Tip: Search by PDH CREDIT to find courses where continuing education credit can be earned.
1779 result(s) found
|Cyclic Lateral-Torsional Buckling Response of Cold-Formed Steel C-Section Joists||Apr 2013||Padilla-Llano, D.A., Moen, C.D., and M. Eatherton; Virginia Tech; Blacksburg, VA||SSRC|
|Elastic Buckling of Thin-Walled Steel Columns with Periodic Perforations||Apr 2013||Smith, F.H. and C.D. Moen; Virginia Tech; Blacksburg, VA||SSRC|
|Elastic Compressive Strength of Aluminum Open Circular-Arc Sections||Apr 2013||Shepherd, C.M.; Virginia Tech; Blacksburg, VA; Ziemian, R.D.; Bucknell University; Lewisburg, PA||SSRC|
|Experimental and Analytical Study on Failure Modes of Structural Steel Scaffolds||Apr 2013||Abdel-Ghaffar, Maheeb M.E. and Abdullah N.S. Mahmoud; Cairo University; Giza, Egypt||SSRC|
|GBT-Based Structural Analysis of Elastic-Plastic Thin-Walled Members||Apr 2013||Abambres, M., Camotim, D., and N. Silvestre; Technical University of Lisbon; Lisbon, Portugal||SSRC|
|Mapping Web-Tapered Member to a Prismatic Member for Buckling Analysis of Sway Frames-Closed Form Equation||Apr 2013||Salem, E.S.; Al-Azhar University; Cairo, Egypt||SSRC|
|Numerical and Experimental Investigation on the Post-Buckling Behavior of Steel Plate Girders Subjected to Shear||Apr 2013||Mamazizi, S., Crocetti, R., and H. Mehri; Lund University; Lund, Sweeden||SSRC|
|Numerical and Experimental Investigation on the Post-Buckling Behavior, Ultimate Strength and DSM Design of Thin-Walled Cruciform Steel Columns||Apr 2013||Dinis, P.B. and Camotim, D.; Technical University of Lisbon; Lisbon, Portugal; Green, P.S.; Bechtel Power Corporation; Frederick, MD||SSRC|
|On Frame Stability Analysis||Apr 2013||Dória, A.S.; Petrobras; Rio de Janeiro, Brazil; Malite, M.; Universidade de São Paulo; São Paulo, Brazil; Vieira, Jr., L.C.M.; University of New Haven; New Haven, CT||SSRC|
|Performance of Steel Shear Tab Connections at Elevated Temperatures||Apr 2013||Seif, M.S., Main, J.A. and T.P. McAllister; National Institute of Standards and Technology; Gaithersburg, MD||SSRC|