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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2023 result(s) found
|Analysis and Design of Noncompact and Slender Concrete-Filled Steel Tube (CFT) Beam-Columns||0||Mar 2014||Z. Lai and A.H. Varma; Purdue University; West Lafayette; IN||SSRC|
|Numerical and Experimental Investigation on the Post-Buckling Behavior of Steel Plate Girders Subjected to Shear||0||Apr 2013||S. Mamazizi; R. Crocetti; H. Mehri; Lund University; Lund; Sweden||SSRC|
|Shell Buckling Evaluation of Thin-Walled Steel Tanks Filled at Low Liquid Level According to Current Design Codes||0||Apr 2013||C. Maraveas; K. Miamis; C. Maraveas Partnership; Athens; Greece||SSRC|
|Girders with Structured Web - Ongoing Research||0||Apr 2013||S. Bartholome; H. Pasternak; Brandenburg University of Technology; Cottbus; Germany||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|
|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|
|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|
|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|
|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|
|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|