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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2463 result(s) found

Course Name PDH Date Author/Speaker Type
Buckling Strength of Axially Loaded Cold Formed Built-Up I-Sections Apr 2013 Abu-Hamd, Metwally and Basel El-Samman; Cairo University; Cairo, Egypt SSRC
Elastic Buckling of Thin-Walled Steel Columns with Periodic Perforations Apr 2013 Smith, F.H. and C.D. Moen; Virginia Tech; Blacksburg, VA SSRC
Cyclic Lateral-Torsional Buckling Response of Cold-Formed Steel C-Section Joists Apr 2013 Padilla-Llano, D.A., Moen, C.D., and M. Eatherton; Virginia Tech; Blacksburg, VA SSRC
Elastic Compressive Strength of Aluminum Open Circular-Arc Sections Apr 2013 Shepherd, C.M.; Virginia Tech; Blacksburg, VA; Ziemian, R.D.; Bucknell University; Lewisburg, PA SSRC
Experimental and Analytical Study on Failure Modes of Structural Steel Scaffolds Apr 2013 Abdel-Ghaffar, Maheeb M.E. and Abdullah N.S. Mahmoud; Cairo University; Giza, Egypt SSRC
Shape Optimization of Cold-Formed Steel Columns with Manufacturing Constraints and Limited Number of Rollers Apr 2013 Leng, J., Li, Z., Guest, G.K. and B.W. Schafer; Johns Hopkins University; Baltimore, MD SSRC
Stability, Failure and Design of I-Section Steel Beams Subjected to Tension Apr 2013 Tomás, J. and D. Camotim; Technical University of Lisbon; Lisbon, Portugal; Nseir, J. and N. Boissonnade; University of Applied Sciences of Western Switzerland; Fribourg, Switzerland SSRC
Towards a More Rational DSM Design Approach for Angle Columns Apr 2013 Dinis, P.B. and D. Camotim; Technical University of Lisbon; Lisbon, Portugal; Landesmann, A.; Federal University of Rio de Janeiro; Rio de Janeiro, Brazil SSRC
The Overall Interaction Concept: an Alternative Approach to the Stability and Resistance of Steel Sections and Members Apr 2013 Boissonnade, N., Nseir, J. and E. Saloumi; University of Applied Sciences of Western Switzerland; Delémont, Switzerland SSRC
Three-Dimensional Joist Member Studies using Equivalent Beam Theory Apr 2013 Kilber, S.J. and A.E. Surovek; South Dakota School of Mines and Technology; Rapid City, SD SSRC
Strength and Stiffness of Cold-Formed Steel Purlins with Sleeved and Overlapped Bolted Connections Apr 2013 Fávero Neto, A.H. and M. Malite; University of Sao Paulo; Sao Paulo, Brazil; Vieira, Jr., L.C.M.; University of New Haven; New Haven, CT SSRC
On Frame Stability Analysis Apr 2013 Dória, A.S.; Petrobras; Rio de Janeiro, Brazil; Malite, M.; Universidade de São Paulo; São Paulo, Brazil; Vieira, Jr., L.C.M.; University of New Haven; New Haven, CT SSRC
Performance of Steel Shear Tab Connections at Elevated Temperatures Apr 2013 Seif, M.S., Main, J.A. and T.P. McAllister; National Institute of Standards and Technology; Gaithersburg, MD SSRC
Practical Design of Complex Stability Bracing Configurations Apr 2013 Bishop, C.D.; Exponent, Inc.; Chicago, IL; White, D.W.; Georgia Institute of Technology; Atlanta, GA SSRC
Strain Capacity of Cross-Section Elements and the Role of Local Slenderness in the Rotation Capacity of Structural Steel 0 Apr 2013 S. Torabian; University of Tehran; Tehran; Iran; B.W. Schafer; Johns Hopkins University; Baltimore; Maryland SSRC
Modeling the Seismic Response of Cold-Formed Steel Framed Buildings: Model Development for the CFS-NEES Building 0 Apr 2013 J. Leng; B.W. Schafer; Johns Hopkins University; Baltimore; Maryland; S.G. Buonopane; Bucknell University; Lewisburg; Pennsylvania SSRC
Distortional Post-Buckling and Strength of Cold-Formed Steel Columns: How does the Cross-Section Geometry Affect it? 0 Apr 2013 A. Landesmann; Federal University of Rio de Janeiro; Rio de Janeiro; Brazil; D. Camotim; Technical University of Lisbon; Lisbon; Portugal; C. Basaglia; University of Sao Paulo; Sao Paulo; Brazil SSRC
Distortional Buckling Capacity of Z-Purlins Through-Fastened to Metal Panels Under Gravity Loading 0 Apr 2013 C.N. Grey; Simpson Gumpertz & Heger Inc.; Waltham; Massachusetts; C.D. Moen; Virginia Tech; Blacksburg; Virginia; P.G. Cranston; Simpson; Gumpertz & Heger; Inc.; Waltham; Massachusetts SSRC
Strength and Stiffness of Cold-Formed Steel Purlins with Sleeved and Overlapped Bolted Connections 0 Apr 2013 A.H. Favero Neto; University of Sao Paulo; Sao Paulo; Brazil; L.C.M. Vieira; Jr.; University of New Haven; West Haven; Connecticut; M. Malite; University of Sao Paulo; Sao Paulo; Brazil SSRC
Beedle Presentation: Are Designers Sufficiently Instructed to Make the Most Rewarding Use of the Latest Steel Codes? 0 Apr 2013 R.J. Maquoi; University of Liege; Liege; Belgium SSRC