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.
We are currently transitioning our archive to AISC's new Learning Center. For up-to-date offerings, from NASCC recordings to PDH credits, please visit learning.aisc.org.
2481 result(s) found
| Course Name | PDH | Date | Author/Speaker | Type |
|---|---|---|---|---|
| Analytical Model for Stiffened Steel Infill Plates | Apr 2013 | Sabouri, S. and S. Mamazizi; Toosi University of Technology; Tehran, Iran | SSRC | |
| Analytical Assessment of the Strength of Steel Truss Bridge Gusset Plates | Apr 2013 | Kim, Y.D.; Georgia Perimeter College; Decatur, GA; Mentes, Y.; MMI Engineering; Houston, TX; White, D.W.; Georgia Institute of Technology; Atlanta, GA; Leon, R.T.; Virginia Polytechnic Institute and State University; Blacksburg, VA | SSRC | |
| Influence of Creep on the Stability of Steel Columns Subjected to Fire | Apr 2013 | Morovat, M.A., Engelhardt, M.D., Helwig, T.A., and E.M. Taleff; University of Texas at Austin; Austin, TX | SSRC | |
| Localized Web Buckling of Double-Coped Beams | Apr 2013 | Dowswell, Bo; ARC International, LLC; Birmingham, AL; Whyte, Robert; LBYD, Inc.; Birmingham, AL | SSRC | |
| Intermediate Transverse Stiffeners in Stiffened Plate Girders | Apr 2013 | Beg, D. and F. Sinur; University of Ljubljana; Ljubljana, Slovenia | SSRC | |
| Girders with Structured Web - Ongoing Research | Apr 2013 | Bartholomé, S. and H. Pasternak; University of Technology Cottbus; Cottbus, Germany | SSRC | |
| Distortional Post-Buckling Behavior and Strength of Cold-Formed Steel Columns: How does the Cross-Section Geometry Affect it? | Apr 2013 | Landesmann, A.; Federal University of Rio de Janeiro; Rio de Janeiro, Brazil; Camotim, D.; Technical University of Lisbon; Lisbon, Portugal; Basaglia, C.; University of São Paulo; São Paulo, Brazil | SSRC | |
| Distortional Buckling Capacity of Z-Purlins Through-Fastened to Metal Panels under Gravity Loading | Apr 2013 | Grey, C.N. and P.G. Cranston; Simpson Gumpertz & Heger Inc.; Chicago, IL; Moen, C.D.; Virginia Polytechnic Institute and State University; Blacksburg, VA | SSRC | |
| Compression Members with Hollow Sections and Concentric Slotted Gusset Plates – Behavior and Recommended Design Model | Apr 2013 | Unterweger, H. and A. Taras; Graz University of Technology; Graz, Austria | SSRC | |
| Finite Prism Elastic Buckling Analysis and Application in Steel Foam Sandwich Members | Apr 2013 | Li, Z.; Johns Hopkins University; Baltimore, MD; Szyniszewski, S.; University of Surrey; Guildford, United Kingdom | SSRC | |
| 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 |