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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2462 result(s) found

Course Name PDH Date Author/Speaker Type
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
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
Towards a More Rational DSM Design Approach for Angle Columns 0 Apr 2013 P.B. Dinis; D. Camotim; Technical University of Lisbon; Lisbon; Portugal; A. Landesmann; Federal University of Rio De Janeiro;Rio De Janeiro; Brazil SSRC
Influence of Creep on the Stability of Steel Columns Subjected to Fire 0 Apr 2013 M.A. Morovat; M.D. Engelhardt; T.A. Helwig; E.M. Taleff; University of Texas at Austin; Austin; Texas SSRC
Girders with Structured Web - Ongoing Research 0 Apr 2013 S. Bartholome; H. Pasternak; Brandenburg University of Technology; Cottbus; Germany SSRC
Mapping Web-Tapered Member to a Prismatic Member for Buckling Analysis of Sway Frames-Closed Form Equation 0 Apr 2013 E.S. Salem; Al-Azhar University; Cairo Egypt SSRC
Stability of Cold-Formed Steel Compression Members Under Thermal Gradients 0 Apr 2013 J.C. Batista Abreu; B.W. Schafer; Johns Hopkins University; Baltimore; Maryland 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
Analytical Assessment of the Strength of Steel Truss Bridge Gusset Plates 0 Apr 2013 Y.D. Kim; Georgia Perimeter College; Dunwoody; Georgia; Y. Mentes; MMI Engineering; Houston; Texas; D.W. White; GeorgiaInstitute of Technology; Atlanta; Georgia; R.T. Leon; Virginia Tech; Blacksburg; Virginia SSRC
Stability Verification of Web-Tapered Beam-Columns - Possible Approaches and Open Questions 0 Apr 2013 L. Marques; L.S. da Silva; C. Rebelo; University of Coimbra; Coimbra; Portugal SSRC
Cyclic Lateral-Torsional Buckling Response of Cold-Formed Steel C-Section Joists 0 Apr 2013 D.A. Padilla-Llano; C.D. Moen; M. Eatherton; Virginia Tech; Blacksburg; Virginia SSRC
Experimental and Analytical Study on Failure Modes of Structural Steel Scaffolds 0 Apr 2013 Maheeb M.E. Abdel-Ghaffar; Abdullah N.S. Mahmoud; Cairo University; Cairo; Egypt SSRC
System Reliability of Steel Frames Designed by Inelastic Analysis 0 Apr 2013 S. Shayan; K.J.R. Rasmussen; H. Zhang; University of Sydney; Sydney; Australia SSRC
Elastic Buckling of Thin-Walled Steel Columns with Periodic Perforations 0 Apr 2013 F.H. Smith; C.D. Moen; Virginia Tech; Blacksburg; Virginia SSRC
Analysis of Locally/Distortionally Buckled Beams 0 Apr 2013 Xi Zhang; Kim J.R. Rasmussen; University of Sydney; Sydney; Australia 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