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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2456 result(s) found
| Course Name | PDH | Date | Author/Speaker | Type |
|---|---|---|---|---|
| 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 | |
| Axial Capacity of Partially Corroded Steel Bridge Piles | Apr 2013 | Karagah, H. and M. Dawood; University of Houston; Houston, TX | SSRC | |
| Are Designers Sufficiently Instructed to Make the Most Rewarding Use of the Latest Steel Codes? | Apr 2013 | Maquoi, R.J.; University of Liège; Liège, Belgium | 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 | |
| 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 | |
| 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 |
| Girders with Structured Web - Ongoing Research | 0 | Apr 2013 | S. Bartholome; H. Pasternak; Brandenburg University of Technology; Cottbus; Germany | 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| Strain Capacity of Cross-Section Elements and the Role of Local Slenderness in the Rotation Capacity of Structural Steel | 0 | Apr 2013 | S. Torabian; University of Tehran; Tehran; Iran; B.W. Schafer; Johns Hopkins University; Baltimore; Maryland | 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 |
| 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 |
| 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 |
| 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 |