| Course Name |
PDH |
Date |
Author/Speaker |
Type |
| Lateral-Torsional Buckling and its Influence on the Strength of Beams [E21a] |
1.5 |
Mar-17 |
Craig Quadrato, PhD, PE; Perry S. Green, PhD, PE |
NASCC |
| Effective Bracing of Flexural Members and Systems in Steel Buildings and Bridges |
1 |
Mar-18 |
Todd A. Helwig, PhD |
Webinar |
| Flexural Members: Is My Cb Factor Correct? |
1 |
Apr-16 |
Todd Helwig, PhD, PE |
NASCC |
| A Modified Approach Towards Estimating the Lateral Torsional Buckling Effective Length |
0 |
Apr-19 |
Joel Ben John and Lakshmi Priya Subramanian; Indian Institute of Technology Madras; Chennai, India |
SSRC |
| Large-Scale Lateral--Torsional Buckling Tests of Welded Girders |
0 |
Apr-19 |
Xiao Lin Ji, Robert G. Driver and Ali Imanpour; University of Alberta; Edmonton, Canada |
SSRC |
| Moment Gradient Factor for Lateral--Torsional Buckling of T-Shaped Beams |
0 |
Apr-19 |
Michael Manarin, Robert G. Driver amd Yong Li; University of Alberta; Edmonton, Canada |
SSRC |
| On the Interaction Between Local and Lateral-Torsional Buckling of I-Shaped Slender Section Beams |
0 |
Apr-19 |
Carlos Couto and Paulo Vila Real; University of Aveiro; Aveiro, Portugal |
SSRC |
| Stability of Beams and Girders [S2] |
0 |
Apr-19 |
|
NASCC |
| Strengthening Beam Sections of Industrial Buildings Against Lateral Torsional Buckling |
0 |
Apr-19 |
Sepehr Movaghati; Poe Engineering, Inc.; Memphis, TN |
SSRC |
| Topics in Lateral-Torsional Buckling [S9] |
0 |
Apr-19 |
|
NASCC |
| Direct Strength Approach to Predict the Flexural Strength of Cold-Formed Z-Section Purlins on Sloped Roofs |
0 |
Apr-18 |
Ali Parva and Michael W Seek; Old Dominion University; Norfolk, VA |
SSRC |
| Direct Strength Prediction of Cold-Formed Z-Section Purlins with Support Torsion Braces Combined with Span Lateral Braces |
0 |
Apr-18 |
Michael W. Seek and Ali Parva; Old Dominion University; Norfolk, VA |
SSRC |
| Distortional Failure and DSM Design of Cold-Formed Steel Lipped Channel Beams under Non-Uniform Bending |
0 |
Apr-18 |
Isis Cler Depolli and Alexandre Landesmann; Federal University of Rio de Janeiro; Brazil; Dinar Camotim and Andr‚ Dias Martins; Universidade de Lisboa; Portugal |
SSRC |
| Parametric Study of Hole Pattern Influence on Average Bending Stiffness |
0 |
Apr-18 |
Robert S. Glauz; RSG Software, Inc.; Lee's Summit, MO |
SSRC |
| Stability of Flexural Members [S3] |
0 |
Apr-18 |
Oguz Egilmez, PhD; Jean Batista Abreu, PhD; Bob Glauz, PE |
NASCC |
| Strength Requirements for Shear Diaphragms Used for Stability Bracing of Steel Beams |
0 |
Apr-18 |
O. Ozgur Egilmez; Yasar University; Bornova, Turkey; Mustafa Vardaroglu; University of Campania “Luigi Vanvitelli”; Caserta, Italy |
SSRC |
| Lateral-Torsional Buckling of Simply Supported Anisotropic Steel-FRP Beams Under Pure Bending Condition |
0 |
Mar-17 |
Hayder A. Rasheed, Habiburrahman Ahmadi and AlaaEldin Abouelleil, Kansas State University, Manhattan, KS |
SSRC |
| T.R. Higgins Lecture: Effective Bracing of Flexural Members and Systems in Steel Buildings and Bridges [K2] |
0 |
Mar-17 |
Todd Helwig |
NASCC |
| Design of Stability Connections for Beams Used in Steel Seismic Frames [N5A] |
0 |
Apr-16 |
Patrick J. Fortney |
NASCC |
| Distortional Failure of Cold-Formed Steel Beams under Uniform Bending: Behavior, Strength and DSM Design |
0 |
Apr-16 |
Andre Dias Martins, Dinar Camotim and Pedro B. Dinis, Technical University of Lisbon, Lisbon, Portugal; Alexandre Landesmann, Federal University of Rio de Janeiro, Brazil |
SSRC |
| Flexural Members: Is My Cb Factor Correct? [N49A] |
0 |
Apr-16 |
Todd Helwig |
NASCC |
| Improved Design Assessment of Lateral Torsional Buckling of I-Section Members [N23A] |
0 |
Apr-16 |
Don White |
NASCC |
| Influence of Plate Stiffener Geometry on LTB Capacity |
0 |
Apr-16 |
Piyachai Chansuk, Aaron G. Freidenberg, Craig E. Quadrato and Megan M. Rogers, United States Military Academy, West Point, NY |
SSRC |
| Lateral Torsional Buckling of Welded Wide Flange Beams |
0 |
Apr-16 |
Md. Imran Kabir and Anjan K. Bhowmick, Concordia University, Montreal, QC, Canada |
SSRC |
| Recent Developments in the GBT-Based Numerical Modeling of Steel-Concrete Composite Beams |
0 |
Apr-16 |
Rodrigo Goncalves, Universidade Nova de Lisboa, Caparica, Portugal; David Henriques and Dinar Camotim, Technical University of Lisbon, Lisbon, Portugal |
SSRC |
| Stability Bracing for Beams in Steel SFRSs [N5A] |
0 |
Apr-16 |
Patrick J. Fortney |
NASCC |
| Stability of Castellated Beams and Tapered Members [S10] |
0 |
Apr-16 |
Abdullah Mahmoud; Shahabeddin Torabian; Benjamin W. Schafer; Andrew T. Myers; Angelina Jay; Eric Smith; Delphine Sonck; Laura Kinget; Jan Belis; Metwally Abu-Hamd; Farah El-Dib |
NASCC |
| Stiffened Shear Diaphragm Design Requirements for Bracing of Beams |
0 |
Apr-16 |
Colter E. Roskos, Paul Biju-Duval and Todd A. Helwig, University of Texas at Austin, Austin, TX |
SSRC |
| Strong-Axis Flexural Buckling of Cellular and Castellated Members |
0 |
Apr-16 |
Delphine Sonck and Jan Belis, Ghent University, Ghent, Belgium |
SSRC |
