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.
1784 result(s) found
|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|
|Analysis of Locally/Distortionally Buckled Beams||Apr 2013||Zhang, Xi and Kim J. R. Rasmussen; University of Sydney; Sydney; Australia||SSRC|
|Shear Strength of Web-Tapered I-Shaped Members||Apr 2013||Studer, R.P.; American Buildings Company; De Motte, IN; Davis, D.B.; University of Kentucky; Lexington, KY||SSRC|
|Shell Buckling Evaluation of Thin-Walled Steel Tanks Filled at Low Liquid Level According to Current Design Codes||Apr 2013||Maraveas, C. and K. Miamis; C.MARAVEAS PARTNERSHIP; Athens, Greece||SSRC|
|Stability of Cold-Formed Steel Compression Members under Thermal Gradients||Apr 2013||Batista Abreu, J.C. and B.W. Schafer; Johns Hopkins University; Baltimore, MD||SSRC|
|Stability Verification of Web-Tapered Beam-Columns – Possible Approaches and Open Questions||Apr 2013||Marques, L., da Silva, L.S. and C. Rebelo; University of Coimbra; Coimbra, Portugal||SSRC|
|Strain Capacity of Cross-Section Elements and the Role of Local Slenderness in the Rotation Capacity of Structural Steel||Apr 2013||Torabian, S.; University of Tehran; Tehran, Iran; Schafer, B.W.; Johns Hopkins University; Baltimore, MD||SSRC|
|Study of Residual Stresses in I-Section Members and Cellular Members||Apr 2013||Sonck, D. and R. Van Impe; Ghent University; Gent, Belgium||SSRC|
|System Reliability of Steel Frames Designed by Inelastic Analysis||Apr 2013||Shayan, S., Rasmussen, K.J.R. and H. Zhang; The University of Sydney; Sydney, Australia||SSRC|