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
|Cyclic Testing of Steel I-Beams with GFRP||0||May 2011||O.O. Egilmez; D. Yormaz; Izmir Inst. of Technology; Izmir; Turkey||SSRC|
|Elastic-Plastic Behavior of Semi-Compact Steel Cross-Sections||0||May 2011||N. Boissonnade; College of Engineering and Architecture of Fribourg; Fribourg; Switzerland; J.P. Jaspart; University of Liege; Liege; Belgium; M. Kettler; A. Lechner;Graz University of Technology; Graz; Austria||SSRC|
|Flange Bracing Requirements for Stability of Metal Building Systems||0||May 2011||C.D. Bishop; D.W. White; Georgia Institute of Technology; Atlanta; GA; A. Sharma; Skidmore Owings and Merrill; Chicago; IL; Y.D. Kim; Georgia Institute of Technology; Atlanta; GA||SSRC|
|Buckling; Post-Buckling Behavior and Strength of Cruciform Columns||0||May 2011||P.B. Dinis; D. Camotim; ICIST/IST; Technical University of Lisbon; Lisbon; Portugal||SSRC|
|Improved Joist Girder Moment Frame Design using Equivalent Beam Theory||0||May 2011||P.A. Knodel; A.E. Surovek; South Dakota School of Mines and Technology; Rapid City; SD; J.J. Pote; New Millenium Building Systems; Hope; AR||SSRC|
|Closed-Form Characterization of Fundamental Section Response of Steel Columns Subjected to Realistic Fire Loading||0||May 2011||J. Walz; A.E. Surovek; South Dakota School of Mines and Technology; SD; A. Argwal; L. Choe; A. Varma; Purdue University; West Lafayette; IN||SSRC|
|DSM Design of Cold-Formed Steel Columns Against Distortional Failure: Numerical Investigation on the Influence of the Cross-Section Geometry and Support Conditions||0||May 2011||A. Landesmann; Federal University of Rio de Janeiro; Rio de Janeiro; Brazil; D. Camotim; Technical University of Lisbon; Lisbon; Portugal||SSRC|
|Simplified Methods for Determining the Critical Elastic Distortional Buckling Load of Thin-Walled Cold-Formed Steel Sections||0||May 2011||K. Law; University of North Texas; Denton; TX; Y. Zhao; Beijing University of Technology; Beijing; China; C. Yu; University of North Texas; Denton; TX; W. Yan; Beijing University of Technology; Beijing; China||SSRC|
|Elastic Buckling Simplified Methods for Cold-Formed Columns and Beams with Edge-Stiffened Holes||0||May 2011||C.N. Grey; C.D. Moen; Virginia Tech; Blacksburg; VA||SSRC|
|Buckling Strength of Tapered Bridge Girders under Shear and Bending||0||May 2011||M. Abu-Hamd; Cairo University; Giza; Egypt; Iman Abu-Hamd; Housing and Building National Research Center; Egypt; Giza; Egypt||SSRC|