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.
1782 result(s) found
|Effect of Imperfections on the Ultimate Shear Strength of Tapered Girders||0||Mar 2014||M. Abu-Hamd and B. El Samman; Cairo University; Giza; Egypt||SSRC|
|Initial Geometric Imperfection Measurement and Characterization of Cold-Formed Steel C-Section Structural Members with 3D Non-Contact Measurement Techniques||0||Mar 2014||L.E. McAnallen; D.A. Padilla-Llano; C.D. Moen and M.R. Eatherton; Virginia Tech; Blacksburg; VA; X. Zhao and B.W. Schafer; Johns Hopkins University; Baltimore; MD||SSRC|
|Cylindrical Shell Buckling Strength According to the ""Overall Method"" of Eurocode 3 - Background and Applicability to the Design of High Strength Steel Circular Hollow Sections||0||Mar 2014||A. Taras; Graz University of Technology; Austria; J. Nseir and N. Boissonnade; University of Applied Sciences of Western Switzerland; Switzerland||SSRC|
|On the Relevance of Local-Distortional Interaction Effects in the Behavior and Design of Cold-Formed Steel Columns||0||Mar 2014||A.D. Martins; P.B. Dinis and D. Camotim; Technical University of Lisbon; Lisbon; Portugal; P. ProvidÌ»ncia; University of Coimbra; Coimbra; Portugal||SSRC|
|Determining Unbraced Lengths in Continuous Girders Subjected to Warping Restraint||0||Mar 2014||C.E. Quadrato and K.P. Arnett; United States Military Academy; West Point; NY||SSRC|
|Lateral Bracing Requirements for H-Section Beams with Supports Attached to Top Flange Subjected to Cyclic Antisymmetric Moment||0||Mar 2014||R. Matsui and T. Takeuchi; Tokyo Institute of Technology; Tokyo; Japan; Y. Yamaura; Yamashita Sekkei Inc.; Japan||SSRC|
|Stiffness and Strength of Shear Diaphragms Used for Stability Bracing of Slender Beams||0||Mar 2014||O.O. Egilmez; Izmir University of Economics; Izmir; Turkey; A. Akbaba and M. Vardaroglu; Izmir Institute of Technology; Izmir; Turkey||SSRC|
|A Novel DSM-Based Approach for the Rational Design of Fixed-Ended and Pin-Ended Short-to-Intermediate Angle Columns||0||Mar 2014||P.B. Dinis and D. Camotim; Technical University of Lisbon; Lisbon; Portugal; N. Peres; Universidade Nova de Lisboa; Lisbon; Portugal||SSRC|
|A New Analytical Method for Solving Nonlinear Stability Problems of Framed Structures||0||Mar 2014||K.K.F. Wong; National Institute of Standards and Technology; Gaithersburg; MD||SSRC|
|Localized Web Buckling of Double-Coped Beams||0||Apr 2013||Bo Dowswell; ARC International; LLC; Birmingham; Alabama; Robert Whyte; LYBD; Inc.; Birmingham; Alabama||SSRC|