The AISC Education Archives contains a collection of recorded webinars, conference proceedings and articles that can be accessed at any time. All recordings are free to view.
Search by PDH CREDIT to find courses where credit can be earned through purchasing and passing a quiz.
1584 result(s) found
|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|
|Analysis of Locally/Distortionally Buckled Beams||Apr 2013||Zhang, Xi and Kim J. R. Rasmussen; University of Sydney; Sydney; Australia||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|
|Analytical Model for Stiffened Steel Infill Plates||Apr 2013||Sabouri, S. and S. Mamazizi; Toosi University of Technology; Tehran, Iran||SSRC|
|Bracing for Flexural Buckling in Cold-Formed Steel Framed Walls||Apr 2013||Blum, H.B. and B.W. Schafer; Johns Hopkins University; Baltimore, MD; Zeinoddini, V.M.; NBM Technologies; Springfield, 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|
|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|
|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|
|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|