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.
1781 result(s) found
|Stability and Service Consideration for Steel Bridge Orthotropic Deck Panels||0||Mar 2014||M.W. Jen; Parsons Transportation Group; New York; NY; B.T. Yen; Lehigh University; Bethlehem; PA||SSRC|
|Analysis and Design of Steel Plate Shear Walls with Column Restrainers||0||Mar 2014||M.A. Amer and B.E. Machaly; Cairo University; Giza; Egypt; S.S. Safar; American University in Cairo; Cairo; Egypt||SSRC|
|New Proposal for Classification of Steel Flexural Members Based on Member Ductility||0||Mar 2014||M. Shokouhian and Y.J. Shi; Tsinghua University; Beijing; China||SSRC|
|Effect of Shear on Stability of Steel Girders Under Fire Conditions||0||Mar 2014||V.K.R. Kodur and M.Z. Naser; Michigan State University; East Lansing; MI||SSRC|
|Modeling of Moment Connections for Structural Fire Analyses||0||Mar 2014||M. Seif; T. McAllister; J. Main and W. Luecke; National Institute of Standards and Technology; Gaithersburg; MD||SSRC|
|Experimental Investigation on Shear Strength of Elastic End-Web Panels Strengthened with CFRP Strips||0||Mar 2014||S.S. Safar and M.N. Abou-Zeid; American University in Cairo; Cairo; Egypt||SSRC|
|Web Post Buckling Resistance of Longitudinally Stiffened Plate Girders||0||Mar 2014||L.P. Subramanian and D.W. White; Georgia Institute of Technolgy; Atlanta; GA||SSRC|
|About the Influence of the Cross-Section Geometry on the Distortional Post-Buckling Strength of Cold-Formed Steel Columns||0||Mar 2014||C. Basaglia; University of Campinas; Brazil; A. Landesmann; Federal University of Rio de Janeiro; Brazil; D. Camotim; Technical University of Lisbon; Lisbon; Portugal||SSRC|
|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|