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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2445 result(s) found
| Course Name | PDH | Date | Author/Speaker | Type |
|---|---|---|---|---|
| Non-Uniform Modal Decomposition of Thin-Walled Members by the Constrained Finite Element Method | 0 | Mar 2017 | Sándor Ádány, Budapest University of Technology and Economics, Budapest, Hungary | SSRC |
| Computational Assessment of the Residual Stresses of a Wind Turbine Tower Steel Shell and their Effect on its Buckling Capacity | 0 | Mar 2017 | Simos Gerasimidis, University of Massachusetts, Amherst, MA | SSRC |
| CUFSM Elastic Buckling Analysis Software Module for Quantifying Hole Effects in Thin-Walled Structural Members | 0 | Mar 2017 | Junle Cai Virginia Polytechnic Institute and State University, Blacksburg, VA; Benjamin W. Schafer, Johns Hopkins University, Baltimore, MD, Cristopher D. Moen, NBM Technologies, Inc., Baltimore, MD | 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 |
| 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 |
| 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 |
| The Post-Buckling Strength and Tension-Field Action Mechanism of Cold-Formed Steel Shear Walls with Steel Sheeting | 0 | Apr 2013 | S. Mohebbi; S.R. Mirghaderi; University of Tehran; Tehran; Iran; F. Farahbod; Building and Housing Research Center of Iran;Teran; Iran; S. Torabian; University of Tehran; Tehran; Iran | SSRC |
| The Overall Interaction Concept: An Alternative Approach to the Stability and Resistance of Steel Sections and Members | 0 | Apr 2013 | N. Boissonnade; J. Nseir; E. Saloumi; University of Applied Sciences of Western Switzerland-Fribourg; Fribourg; Switzerland | SSRC |
| Effective Strip Model for Cold-Formed Steel Shear Wall using Steel Sheet Sheathing | 0 | Apr 2013 | N. Yanagi; C. Yu; University of North Texas; Denton; Texas | SSRC |
| Three-Dimensional Joist Member Studies using Equivalent Beam Theory | 0 | Apr 2013 | S.J. Kilber; A.E. Surovek; South Dakota School of Mines and Technology; Rapid City; South Dakota | SSRC |
| Elastic Compressive Strength of Aluminum Open Circular-Arc Sections | 0 | Apr 2013 | C.M. Shepherd; Virginia Tech; Blacksburg; Virginia; R.D. Ziemian; Bucknell University; Lewisburg; Pennsylvania | SSRC |
| Analytical Model for Stiffened Steel Infill Plates | 0 | Apr 2013 | S. Sabouri; S. Mamazizi; K.N.; Toosi University of Technology; Tehran; Iran | 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 |
| Ultimate Capacity of Slender Section Beam-Columns with Corrugated Webs | 0 | Apr 2012 | M. El Aghoury; Sherif A. Ibrahim; Ain Shams University; Cairo; Egypt; M.M. Nader; Senior Structural Engineer; Cairo; Egypt | SSRC |
| Simulation of Geometric Imperfections in Cold-Formed Steel Members* | 0 | Apr 2012 | V.M. Zeinoddini; B.W. Schafer; Johns Hopkins University; Baltimore; MD | SSRC |
| Cross-Sectional Stability of Structural Steel at Elevated Temperatures | 0 | Apr 2012 | M.S. Seif; T.P. McAllister; National Institute of Standards and Technology; Gaithersburg; MD | SSRC |
| Post-Buckling; Strength and Design of Cold-Formed Steel-Lipped Channel; Hat-Section and Zed-Section Columns Affected by Local-Distortional Interaction | 0 | Apr 2012 | Pedro Borges Dinis; Dinar Camotim; Rui Fena; Technical University of Lisbon; Lisbon; Portugal | SSRC |
| Modified PFI Model for SPSWs with Moderate and Stocky LYP Steel Infill Plates | 0 | Apr 2012 | Tadeh Zirakian; Jian Zhang; University of California; Los Angeles; Los Angeles; CA | SSRC |
| Cold-Formed Steel Shear Walls in Ledger-Framed Buildings | 0 | Apr 2012 | P. Liu; Northeastern University; China; C. Yu; University of North Texas; Denton; TX; B.W. Schafer; Johns Hopkins University; Baltimore; MD | SSRC |