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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2481 result(s) found
| Course Name | PDH | Date | Author/Speaker | Type |
|---|---|---|---|---|
| Effective Strip Model for Cold-Formed Steel Shear Wall using Steel Sheet Sheathing | Apr 2013 | Yanagi, N. and C. Yu; University of North Texas; Denton, TX | SSRC | |
| Modeling the Seismic Response of Cold-Formed Steel Framed Buildings: Model Development for the CFS-NEES Building | 0 | Apr 2013 | J. Leng; B.W. Schafer; Johns Hopkins University; Baltimore; Maryland; S.G. Buonopane; Bucknell University; Lewisburg; Pennsylvania | SSRC |
| Distortional Post-Buckling and Strength of Cold-Formed Steel Columns: How does the Cross-Section Geometry Affect it? | 0 | Apr 2013 | A. Landesmann; Federal University of Rio de Janeiro; Rio de Janeiro; Brazil; D. Camotim; Technical University of Lisbon; Lisbon; Portugal; C. Basaglia; University of Sao Paulo; Sao Paulo; Brazil | SSRC |
| Distortional Buckling Capacity of Z-Purlins Through-Fastened to Metal Panels Under Gravity Loading | 0 | Apr 2013 | C.N. Grey; Simpson Gumpertz & Heger Inc.; Waltham; Massachusetts; C.D. Moen; Virginia Tech; Blacksburg; Virginia; P.G. Cranston; Simpson; Gumpertz & Heger; Inc.; Waltham; Massachusetts | 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 |
| 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 |
| 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 |
| 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 |
| Influence of Creep on the Stability of Steel Columns Subjected to Fire | 0 | Apr 2013 | M.A. Morovat; M.D. Engelhardt; T.A. Helwig; E.M. Taleff; University of Texas at Austin; Austin; Texas | SSRC |