| Course Name |
PDH |
Date |
Author/Speaker |
Type |
| Concrete Filled HSS [L20] |
1 |
Apr-19 |
Jason McCormick, PE, PhD |
NASCC |
| What Your Fabricator Wishes You Knew About HSS [N91A] |
1 |
Apr-16 |
Kim Olson, PE |
NASCC |
| Design of Fixed-Base Hollow Structural Section Columns Subjected to Large Seismic Drift |
0 |
Apr-19 |
Hye-eun Kong and Matthew R. Eatherton; Virginia Polytechnic Institute and State University; Blacksburg, VA; Benjamin W. Schafer; Johns Hopkins University; Baltimore, MD |
SSRC |
| HSS: What Designers Should Know about HSS Dimensions and Material Availability [L19] |
0 |
Apr-19 |
Kim Olson, PE |
NASCC |
| Local Buckling of RHS Members with Small-to-Large Corner Radii Subject to Combinations of Axial Force and Biaxial Bending |
0 |
Apr-19 |
Luís Vieira and Dinar Camotim; Universidade de Lisboa; Lisbon, Portugal; Rodrigo Goncalves; Universidade NOVA de Lisboa; Lisbon, Portugal |
SSRC |
| The Role of Local Buckling in the Determination of H.S.S. Rotational Capacity |
0 |
Apr-19 |
Elsy Saloumi and Marielle Hayeck; PhD; Joanna Nseir; Saint-Joseph University; Beirut, Lebanon; Nicolas Boissonnade; Laval University; Quebec, Canada |
SSRC |
| AISC 360-16 Chapter K Design Examples [C6] |
0 |
Apr-18 |
Kim Olson, PE |
NASCC |
| Determination of the Buckling Critical Load for Composite Concrete-Filled Steel Tube Columns from Partial Experimental Data: A Review of the Southwell Plot Technique |
0 |
Apr-18 |
Tiziano Perea; Universidad Autónoma Metropolitana; Mexico; Roberto T. Leon; Virginia Tech; Blacksburg, VA; Mark D. Denavit; University of Tennessee; Knoxville, TN; Jerome F. Hajjar; Northeastern University; Boston, MA |
SSRC |
| How do HSS Fit into the Seismic Design World? [C5] |
0 |
Apr-18 |
Jason McCormick, PhD |
NASCC |
| Numerical and Experimental Studies for the Development of Direct Strength Design Rules for Locally and Globally Slender Hollow Sections |
0 |
Apr-18 |
Andrea Toffolon and Andreas Taras; Bundeswehr University Munich; Munich, Germany |
SSRC |
| Stability of Tubular Sections [S12] |
0 |
Apr-18 |
Andrea Toffolon; Abdullah Mahmoud; Tiziano Perea, PhD |
NASCC |
| Design and Detailing Considerations for Cantilever MomentConnections through W Shaped and HSS Columns [CN2a] |
0 |
Mar-17 |
Bill Merrell |
NASCC |
| Experimental and Numerical Characterization of HSS Rotational Capacity |
0 |
Mar-17 |
Elsy Saloumi, Marielle Hayeck and Joanna Nseir, University of Applied Sciences of Western Switzerland - Fribourg, Switzerland; Nicolas Boissonnade, Laval University, Québec, Canada |
SSRC |
| How the 360-16 Chapter K Changes Affect HSS Design [E33a] |
0 |
Mar-17 |
Kim Olson; Brad Fletcher |
NASCC |
| Stability and Resistance of Hollow Section Steel Beam-Columns |
0 |
Mar-17 |
Marielle Hayeck, Elsy Saloumi and Joanna Nseir, University of Applied Sciences of Western Switzerland - Fribourg, Switzerland; Nicolas Boissonnade, Laval University, Québec, Canada |
SSRC |
| Stability of Slender Section HSS Columns |
0 |
Mar-17 |
Liya Li, Chang’an Univeristy, Xi’an, China; Lucile Gérard and Nicolas Boissonnade, Laval University, Québec, Canada; Marielle Hayeck, University of Applied Sciences of Western Switzerland - Fribourg, Switzerland |
SSRC |
| The New HSS Design Manuals: Volumes 1, 2, 3 and 4 [E4a] |
0 |
Mar-17 |
Kim Olson |
NASCC |
| Influence of Imperfections on the Local Buckling Response of Hollow Structural Shapes |
0 |
Apr-16 |
Joanna Nseir, Marielle Hayeck, Elsy Saloumi and Nicolas Boissonnade, University of Applied Sciences of Western Switzerland- Firbourg, Firbourg, Switzerland |
SSRC |
