The AISC Education Archives contains a collection of recorded webinars, conference proceedings and articles that can be accessed at any time.
Tip: Search by PDH CREDIT to find courses where continuing education credit can be earned.
1799 result(s) found
|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|
|Modeling the Seismic Response of Cold-Formed Steel Framed Buildings: Model Development for the CFS-NEES Building||Apr 2013||Leng, J. and B.W. Schafer; Johns Hopkins University; Baltimore, MD; Buonopane, S.G.; Bucknell University; Lewisburg, PA||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|