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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2450 result(s) found

Course Name PDH Date Author/Speaker Type
Stability and Load-Carrying Capacity of Cold-Formed Steel Compression Members 0 Mar 2014 J.C. Batista Abreu and B.W. Schafer; Johns Hopkins University; Baltimore; MD 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
Stability of Continuous Steel Column Members at Elevated Temperatures 0 Mar 2014 C. St. Aubin and A.H. Varma; Purdue University; West Lafayette; IN 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
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 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
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
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
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
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
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
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
Stability Behavior of Full-Scale Cold-Formed Steel Buildings Under Seismic Excitations 0 Mar 2014 K.D. Peterman; M.J.J. Stehman; N. Nakata and B.W. Schafer; Johns Hopkins University; Baltimore; MD; S.G. Buonopane; Bucknell University; Lewisburg; PA; R.L. Madsen; Devco Engineering; Enterprise; OR SSRC
Stability of Energy-Dissipating Steel Fuses in an Innovative Seismic System for Cold-Formed Steel Structures 0 Mar 2014 R. Comini and B.W. Schafer; Johns Hopkins University; Baltimore; MD SSRC
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
Analysis and Design of Thin Metallic Shell Structural Members -- Current Practice and Future Research Needs 0 Mar 2014 H. Foroughi; Isfahan University of Technology; Iran; C.D. Moen; Virginia Tech; Blacksburg; VA; A. Myers; Northeastern University; Boston; MA; M. Tootkaboni; University of Massachusetts Dartmouth; North Dartmouth; MA; L. Vieira; Universidade Estadual de Campinas; Campinas; Sao Paulo; Brazil; B.W. Schafer; Johns Hopkins University; Baltimore; MD SSRC
Direct Strength Method for Web Crippling of Cold-Formed Steel C- and Z-Sections Subjected to Two-Flange Loading 0 Mar 2014 M.Y. Choy; X.F. Jia ; X. Yuan ; J. Zhou and H.S. Wang; Tsinghua University; Beijing; China; C. Yu; University of North Texas; Denton; TX SSRC
Behaviour and Stability of Double-Coped Beam-To-Girder Connections Under Combined Loading 0 Mar 2014 G. Johnston and R.G. Driver; University of Alberta; Edmonton; Canada; L. Callele; Waiward Steel Fabricators; Edmonton; Canada SSRC