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.
1779 result(s) found
|Three-Dimensional Joist Member Studies using Equivalent Beam Theory||0||Apr 2013||S.J. Kilber; A.E. Surovek; South Dakota School of Mines and Technology; Rapid City; South Dakota||SSRC|
|Compression Members with Hollow Sections and Concentric Slotted Gusset Plates - Behavior and Recommended Design Model||0||Apr 2013||H. Unterweger; A. Taras; Graz University of Technology; Graz; Austria||SSRC|
|Intermediate Transverse Stiffeners in Stiffened Plate Girders||0||Apr 2013||D. Beg; F. Sinur; University of Ljubljana; Ljubljana; Slovenia||SSRC|
|Moment-Shear Interaction of Longitudinally Stiffened Girders||0||Apr 2012||Darko Beg; Franc Sinur; University of Ljubljana; Ljubljana; Slovenia||SSRC|
|Material Characterization and Microstructural Simulation of Hollow Sphere Steel Foam||0||Apr 2012||B.H. Smith; University of Massachusetts -- Amherst; Amherst; MA; S. Szyniszewski; Johns Hopkins University; Baltimore; MD; J.F. Hajjar; Northeastern||SSRC|
|Simulation of Geometric Imperfections in Cold-Formed Steel Members*||0||Apr 2012||V.M. Zeinoddini; B.W. Schafer; Johns Hopkins University; Baltimore; MD||SSRC|
|Ultimate Capacity of Slender Section Beam-Columns with Corrugated Webs||0||Apr 2012||M. El Aghoury; Sherif A. Ibrahim; Ain Shams University; Cairo; Egypt; M.M. Nader; Senior Structural Engineer; Cairo; Egypt||SSRC|
|Lateral Torsional Buckling of Cellular Steel Beams||0||Apr 2012||J. Nseir; College of Engineering and Architecture of Fribourg; Fribourg; Switzerland; M. Lo; National Institute of Applied Sciences of Rennes; Rennes; France; D. Sonck; Ghent University; Ghent; Belgium; H. Somja; College of Engineering and Architecture of Friboug; Fribourg; Switzerland; O. Vassart; ArcelorMittal Commercial Sections; Esch-sur-Alzette; Luxembourg; N. Boissonnade; College of Engineering and Architecture of Fribourg; Fribourg; Switzerland||SSRC|
|Cross-Sectional Stability of Structural Steel at Elevated Temperatures||0||Apr 2012||M.S. Seif; T.P. McAllister; National Institute of Standards and Technology; Gaithersburg; MD||SSRC|
|Post-Buckling; Strength and Design of Cold-Formed Steel-Lipped Channel; Hat-Section and Zed-Section Columns Affected by Local-Distortional Interaction||0||Apr 2012||Pedro Borges Dinis; Dinar Camotim; Rui Fena; Technical University of Lisbon; Lisbon; Portugal||SSRC|