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
Shear Strength of Web-Tapered I-Shaped Members 0 Apr 2013 R.P. Studer; American Buildings Company; D.B. Davis; University of Kentucky; Lexington; Kentucky SSRC
On Frame Stability Analysis 0 Apr 2013 A.S. Doria; Petrobras; Brazil; M. Malite; University of Sao Paulo; Sao Paulo; Brazil; L.C.M. Vieria; Jr.; University of New Haven; West Haven; Connecticut SSRC
The Post-Buckling Strength and Tension-Field Action Mechanism of Cold-Formed Steel Shear Walls with Steel Sheeting 0 Apr 2013 S. Mohebbi; S.R. Mirghaderi; University of Tehran; Tehran; Iran; F. Farahbod; Building and Housing Research Center of Iran;Teran; Iran; S. Torabian; University of Tehran; Tehran; Iran SSRC
The Overall Interaction Concept: An Alternative Approach to the Stability and Resistance of Steel Sections and Members 0 Apr 2013 N. Boissonnade; J. Nseir; E. Saloumi; University of Applied Sciences of Western Switzerland-Fribourg; Fribourg; Switzerland 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
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
Intermediate Transverse Stiffeners in Stiffened Plate Girders 0 Apr 2013 D. Beg; F. Sinur; University of Ljubljana; Ljubljana; Slovenia SSRC
Analytical Model for Stiffened Steel Infill Plates 0 Apr 2013 S. Sabouri; S. Mamazizi; K.N.; Toosi University of Technology; Tehran; Iran SSRC
Numerical and Experimental Investigation on the Post-Buckling Behavior; Ultimate Strength and DSM Design of Thin-Walled Cruciform Steel Columns 0 Apr 2013 P.B. Dinis; Technical University of Lisbon; Lisbon; Portugal; P.S. Green; Bechtel Power Corporation; Frederick; Maryland; D. Camotim;Technical University of Lisbon; Lisbon; Portugal SSRC
Stability; Failure; and Design of I-Section Steel Beams Subjected to Tension 0 Apr 2013 Joao Tomas; Technical University of Lisbon; Lisbon; Portugal; Joanna Nsier; University of Applied Sciences of Western Switzerland-Fribourg; Fribourg; Switzerland; Dinar Camotim; Technical University of Lisbon; Lisbon; Portugal; Nicolas Boissonnade; University of Applied Sciences of Western Switzerland-Fribourg; Fribourg; Switzerland SSRC