The AISC Education Archives contains a collection of recorded webinars, conference proceedings and articles that can be accessed at any time.
Tip: Search by PDH CREDIT to find courses where continuing education credit can be earned.
1799 result(s) found
|GBT-Based Structural Analysis of Elastic-Plastic Thin-Walled Members||Apr 2013||Abambres, M., Camotim, D., and N. Silvestre; Technical University of Lisbon; Lisbon, Portugal||SSRC|
|Mapping Web-Tapered Member to a Prismatic Member for Buckling Analysis of Sway Frames-Closed Form Equation||Apr 2013||Salem, E.S.; Al-Azhar University; Cairo, Egypt||SSRC|
|Numerical and Experimental Investigation on the Post-Buckling Behavior of Steel Plate Girders Subjected to Shear||Apr 2013||Mamazizi, S., Crocetti, R., and H. Mehri; Lund University; Lund, Sweeden||SSRC|
|Numerical and Experimental Investigation on the Post-Buckling Behavior, Ultimate Strength and DSM Design of Thin-Walled Cruciform Steel Columns||Apr 2013||Dinis, P.B. and Camotim, D.; Technical University of Lisbon; Lisbon, Portugal; Green, P.S.; Bechtel Power Corporation; Frederick, MD||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|
|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|
|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|