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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2461 result(s) found
| Course Name | PDH | Date | Author/Speaker | Type |
|---|---|---|---|---|
| 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 | |
| Practical Design of Complex Stability Bracing Configurations | Apr 2013 | Bishop, C.D.; Exponent, Inc.; Chicago, IL; White, D.W.; Georgia Institute of Technology; Atlanta, GA | SSRC | |
| Shape Optimization of Cold-Formed Steel Columns with Manufacturing Constraints and Limited Number of Rollers | Apr 2013 | Leng, J., Li, Z., Guest, G.K. and B.W. Schafer; Johns Hopkins University; Baltimore, MD | SSRC | |
| Stability, Failure and Design of I-Section Steel Beams Subjected to Tension | Apr 2013 | Tomás, J. and D. Camotim; Technical University of Lisbon; Lisbon, Portugal; Nseir, J. and N. Boissonnade; University of Applied Sciences of Western Switzerland; Fribourg, Switzerland | SSRC | |
| Strength and Stiffness of Cold-Formed Steel Purlins with Sleeved and Overlapped Bolted Connections | Apr 2013 | Fávero Neto, A.H. and M. Malite; University of Sao Paulo; Sao Paulo, Brazil; Vieira, Jr., L.C.M.; University of New Haven; New Haven, CT | SSRC | |
| 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 | |
| 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 |