Continuing Education
Education Archives
The AISC Education Archives contains a collection of recorded webinars, conference proceedings and articles that can be accessed at any time.
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2463 result(s) found
| Course Name | PDH | Date | Author/Speaker | Type |
|---|---|---|---|---|
| The Overall Interaction Concept: an Alternative Approach to the Stability and Resistance of Steel Sections and Members | Apr 2013 | Boissonnade, N., Nseir, J. and E. Saloumi; University of Applied Sciences of Western Switzerland; Delémont, Switzerland | SSRC | |
| Three-Dimensional Joist Member Studies using Equivalent Beam Theory | Apr 2013 | Kilber, S.J. and A.E. Surovek; South Dakota School of Mines and Technology; Rapid City, SD | SSRC | |
| Towards a More Rational DSM Design Approach for Angle Columns | Apr 2013 | Dinis, P.B. and D. Camotim; Technical University of Lisbon; Lisbon, Portugal; Landesmann, A.; Federal University of Rio de Janeiro; Rio de Janeiro, Brazil | SSRC | |
| Strength and Stiffness of Cold-Formed Steel Purlins with Sleeved and Overlapped Bolted Connections | 0 | Apr 2013 | A.H. Favero Neto; University of Sao Paulo; Sao Paulo; Brazil; L.C.M. Vieira; Jr.; University of New Haven; West Haven; Connecticut; M. Malite; University of Sao Paulo; Sao Paulo; Brazil | SSRC |
| Beedle Presentation: Are Designers Sufficiently Instructed to Make the Most Rewarding Use of the Latest Steel Codes? | 0 | Apr 2013 | R.J. Maquoi; University of Liege; Liege; Belgium | SSRC |
| Analytical Assessment of the Strength of Steel Truss Bridge Gusset Plates | 0 | Apr 2013 | Y.D. Kim; Georgia Perimeter College; Dunwoody; Georgia; Y. Mentes; MMI Engineering; Houston; Texas; D.W. White; GeorgiaInstitute of Technology; Atlanta; Georgia; R.T. Leon; Virginia Tech; Blacksburg; Virginia | SSRC |
| Numerical and Experimental Investigation on the Post-Buckling Behavior of Steel Plate Girders Subjected to Shear | 0 | Apr 2013 | S. Mamazizi; R. Crocetti; H. Mehri; Lund University; Lund; Sweden | SSRC |
| Shell Buckling Evaluation of Thin-Walled Steel Tanks Filled at Low Liquid Level According to Current Design Codes | 0 | Apr 2013 | C. Maraveas; K. Miamis; C. Maraveas Partnership; Athens; Greece | SSRC |
| Cyclic Lateral-Torsional Buckling Response of Cold-Formed Steel C-Section Joists | 0 | Apr 2013 | D.A. Padilla-Llano; C.D. Moen; M. Eatherton; Virginia Tech; Blacksburg; Virginia | SSRC |
| Towards a More Rational DSM Design Approach for Angle Columns | 0 | Apr 2013 | P.B. Dinis; D. Camotim; Technical University of Lisbon; Lisbon; Portugal; A. Landesmann; Federal University of Rio De Janeiro;Rio De Janeiro; Brazil | SSRC |