| A Reappraisal of the Reliability of Local Buckling Rules Based on the Winter Curve |
0 |
Apr 2018 |
Nicole Schillo; Ingenieurgruppe Bauen; Karlsruhe, Germany; Andreas Taras; Bundeswehr University Munich; Neubiberg, Germany |
SSRC |
| A Review of Serviceability Design Considerations for Steel Buildings [N31A] |
0 |
Apr 2013 |
Mike West; Jim Fisher |
NASCC |
| A Second Look at Corrosion: Uncoated Weathering Steel Update & High-Performance Coatings in Florida [B15] |
0 |
Apr 2019 |
Jennifer McConnell, PE, PhD ; Paul Vinik, PE |
NASCC,WSBS |
| A Seismic Stability Evaluation of Buckling Restrained Braced Frames on West Coast [N8A] |
0 |
Apr 2016 |
Robert Tremblay; Larry Fahnestock |
NASCC |
| A Special Report from New Zealand [N74] |
0 |
May 2011 |
Alistair Fussell; Gilberto Mosqueda |
NASCC |
| A Stability Journey - Diaphragms, Cold-formed Steel and the SSRC |
0 |
Apr 2019 |
W. Samuel Easterling; Virgina Tech; Blacksburg, VA |
SSRC |
| A Standards Approach to Connection Design [N31] |
0 |
May 2011 |
Bill Merrell |
NASCC |
| A Story about the Principles of Constructability: The John Hancock Building [R1] |
0 |
Apr 2012 |
Ruby University |
NASCC |
| A Tale of Two Cities: Assessment of Existing Iron and Steel Structures [C5] |
0 |
Apr 2020 |
Chris Hewitt |
NASCC |
| A Unique Buckling Mode for Cold-Formed Steel Framed Shear Wall with Sheet Steel Sheathing [S6-2] |
0 |
Apr 2008 |
Cheng Yu |
NASCC |
| A User-Friendly 3D FEA Program to Analyze I-Shaped Beams and Columns |
0 |
Mar 2017 |
Paul Biju-Duval, Colter E. Roskos, John R. Kintz, Todd A. Helwig, Eric Williamson, Michael Engelhardt, Patricia Clayton and Oguzhan Bayrak, University of Texas at Austin, Austin, TX |
SSRC |
| A Visual Tour of Pittsburgh's Architecture and Engineering Heritage [K1] |
0 |
May 2011 |
David J. Vater |
NASCC |
| AASHTO Updates: What's New in the 8th Edition Steel Specification - Part 1 [B7] |
0 |
Mar 2017 |
Michael Grubb |
NASCC |
| AASHTO Updates: What's New in the 8th Edition Steel Specification - Part 2 [B9] |
0 |
Mar 2017 |
Michael Grubb; Karl Frank |
NASCC |
| About the Influence of the Cross-Section Geometry on the Distortional Post-Buckling Strength of Cold-Formed Steel Columns |
0 |
Mar 2014 |
C. Basaglia; University of Campinas; Brazil; A. Landesmann; Federal University of Rio de Janeiro; Brazil; D. Camotim; Technical University of Lisbon; Lisbon; Portugal |
SSRC |
| Accelerated Bridge Construction [B1] |
0 |
Apr 2016 |
Norm McDonald; Vincent Gastoni; Karl Barth |
NASCC,WSBS |
| Accelerated Bridge Construction Case Study: Bear Creek Bridge Slide |
0 |
Apr 2019 |
Chris Ray; George Avalos |
WSBS |
| Accelerated Bridge Construction: Lessons Learned [B2] |
0 |
Apr 2012 |
Ahmed Abu-Hawash; Shoukry Elnahal; Tim Noles |
NASCC,WSBS |
| Accounting for Residual Stress in the Seismic Stability of Nonlinear Beam-Column Elements [S8-1] |
0 |
Apr 2008 |
Charles-Philippe Lamarche; Robert Tremblay |
NASCC |
| Accurate Direct Strength Method (DSM) Prediction of Column Flexural-Torsional Failure Loads |
0 |
Apr 2019 |
Pedro B. Dinis, Dinar Camotim and Andre D. Martins; Universidade de Lisboa; Lisbon, Portugal; Alexandre Landesmann; Federal University of Rio de Janeiro; Rio de Janeiro, Brazil |
SSRC |
