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
|Behaviour of LSF Floor Systems with Improved Joist Sections Under Fire Conditions||0||Mar 2014||V. Jatheeshan and M. Mahendran; Queensland University of Technology; Brisbane; Australia||SSRC|
|Analytical Investigation of the Stability and Post-Buckling Behavior of Large-Scale Truss Assemblies||0||Mar 2014||H.J. Brown; P.S. Green; J.L. Ryan and D.G. Reigles; Bechtel Power Corporation; Frederick; MD||SSRC|
|Effective Length K-Factors for Flexural Buckling Strengths of Web Members in Open Web Steel Joists||0||Mar 2014||S.G. Lee; University of Texas-Arlington; Arlington; TX; R.D. Ziemian; Bucknell University; Lewisburg; PA||SSRC|
|Experimental Study and Modeling of Cold-Formed Steel Lipped Channel Stub Beam-Columns||0||Mar 2014||S. Torabian; B. Zheng and B.W. Schafer; Johns Hopkins University; Baltimore; MD||SSRC|
|Constrained Finite Strip Method Stability Analysis of Thin-Walled Members with Arbitrary Cross-Section||0||Mar 2014||S. ÌdÌÁny; Budapest University of Technology and Economics; Budapest; Hungary; B.W. Schafer; Johns Hopkins University; Baltimore; MD||SSRC|
|Experimental and Computational Analysis of Direct Torsion in Cold-Formed Steel Lipped Channels||0||Mar 2014||K.D. Peterman; G. Bian and B.W. Schafer; Johns Hopkins University; Baltimore; MD||SSRC|
|An Alternative Approach for the Prediction of Hollow Structural Shapes Cross-Sectional Resistance: the Overall Interaction Concept||0||Mar 2014||J. Nseir; E. Saloumi; M. Hayeck and N. Boissonnade; Univeristy of Applied Sciences of Western Switzerland; Freiburg; Switzerland; A. Taras; Graz University of Technology; Austria||SSRC|
|Stiffness Reduction Method for the Design of Steel Columns and Beam-Columns||0||Mar 2014||M. Kucukler; L. Gardner and L. Macorini; Imperial College London; London; UK||SSRC|
|The Interaction of Stability and Fatigue Related Brace Forces in Cross Frame Members of Steel I Girder Bridge Systems||0||Mar 2014||A. Battistini; S. Donahue; W. Wang; T. Helwig and M. Engelhardt; The University of Texas; Austin; TX; K. Frank; Hirschfeld Industries; Austin; TX||SSRC|
|Application of Diaphragm Stiffness and Strength Equations to Bridge Metal Deck Forms||0||Mar 2014||O.O. Egilmez; Izmir University of Economics; Izmir; Turkey; T. Helwig; The University of Texas; Austin; TX||SSRC|