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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We are currently transitioning our archive to AISC's new Learning Center. For up-to-date offerings, from NASCC recordings to PDH credits, please visit learning.aisc.org.
We are currently transitioning our archive to AISC's new Learning Center. For up-to-date offerings, from NASCC recordings to PDH credits, please visit learning.aisc.org.
2464 result(s) found
Course Name | PDH | Date | Author/Speaker | Type |
---|---|---|---|---|
Sustainability Update - What's New for 2014 [N80] | 0 | Mar 2014 | John Cross | NASCC |
Modular Construction, Part 1 [P3] | 0 | Mar 2014 | Larry Doyon; Mark Taylor; R.J. Reed; Ian Atkins; Laurie Robert | NASCC |
Stability of Thin-Walled Members, Part 2 [S4] | 0 | Mar 2014 | Peter Birkemoe | NASCC |
Stability of Joists and Truss Systems [S5] | 0 | Mar 2014 | Donald W. White | NASCC |
Measurement and Impact of Imperfections on Member Stability [S7] | 0 | Mar 2014 | Dinar Camotim | NASCC |
Structural Engineer and AISC: Removing the reasons why not to share the BIM! [T2] | 0 | Mar 2014 | Sean Smith; Will Ikerd; Brian Volpe | NASCC |
EPIC -- Deep Space - Design to be Constructed FAST TRACK [T3] | 0 | Mar 2014 | Brian Volpe; Larry Kloiber; Joel Sell | NASCC |
Shape Optimization of Cold-Formed Steel Columns with Manufacturing Constraints and Limited Number of Rollers | 0 | Apr 2013 | J. Leng; Z. Li; J.K. Guest; B.W. Schafer; Johns Hopkins University; Baltimore; Maryland | SSRC |
Bracing for Flexural Buckling in Cold-Formed Steel Framed Walls | 0 | Apr 2013 | H.B. Blum; Johns Hopkins University; Baltimore; Maryland; V.M. Zeinoddini; NBM Technologies; Springfield; Virginia; B.W. Schafer; Johns Hopkins University; Baltimore; Maryland | SSRC |
Calculating the Impact of Partial Warp Restraint on Steel Girder Elastic Buckling Strength | 0 | Apr 2013 | C.E. Quadrato; K.A. Arnett; United States Military Academy; West Point; New York | SSRC |
Performance of Steel Shear Tab Connections at Elevated Temperatures | 0 | Apr 2013 | M.S. Seif; J.A. Main; T.P. McAllister; National Institute of Standards and Technology; Gaithersburg; Maryland | SSRC |
Practical Design of Complex Stability Bracing Configurations | 0 | Apr 2013 | C.D. Bishop; Exponent; Inc. Menlo Park; California; D.W. White; Georgia Institute of Technology; Atlanta; Georgia | SSRC |
Buckling Strength and Axially Loaded Cold Formed Built-Up I-Sections | 0 | Apr 2013 | Metwally Abu-Hamd; Basel El-Samman; Cairo University; Giza; Egypt | SSRC |
Shear Strength of Web-Tapered I-Shaped Members | 0 | Apr 2013 | R.P. Studer; American Buildings Company; D.B. Davis; University of Kentucky; Lexington; Kentucky | SSRC |
Axial Capacity of Partially Corroded Steel Bridge Piles | 0 | Apr 2013 | H. Karagah; M. Dawood; University of Houston; Houston; Texas | SSRC |
On Frame Stability Analysis | 0 | Apr 2013 | A.S. Doria; Petrobras; Brazil; M. Malite; University of Sao Paulo; Sao Paulo; Brazil; L.C.M. Vieria; Jr.; University of New Haven; West Haven; Connecticut | SSRC |
Lateral Torsional Buckling of Cellular Steel Beams | 0 | Apr 2012 | J. Nseir; College of Engineering and Architecture of Fribourg; Fribourg; Switzerland; M. Lo; National Institute of Applied Sciences of Rennes; Rennes; France; D. Sonck; Ghent University; Ghent; Belgium; H. Somja; College of Engineering and Architecture of Friboug; Fribourg; Switzerland; O. Vassart; ArcelorMittal Commercial Sections; Esch-sur-Alzette; Luxembourg; N. Boissonnade; College of Engineering and Architecture of Fribourg; Fribourg; Switzerland | SSRC |
Characterization of the Moment-Rotation Response of Cold-Formed Steel Beams | 0 | Apr 2012 | D. Ayhan; B.W. Schafer; Johns Hopkins University; Baltimore; MD | SSRC |
Comparison of the Stiffness Properties for Various Cross Frame Members and Connections | 0 | Apr 2012 | Anthony Battistini; Weihua Wang; Todd Helwig; Michael Engelhardt; University of Texas at Austin; Austin; TX; Karl Frank; Hirschfeld Industries; Austin; TX | SSRC |
Flexural and Axial Behaviour of CFRP Strengthened Steel Circular Hollow Section Beams and Short Columns | 0 | Apr 2012 | Jimmy Haedir; Xiao-Ling Zhao; Monash University; Clayton; VIC; Australia | SSRC |