Progressive Collapse Resistance of Steel Building Floors |
Albolhassan Astaneh-Asl |
University of California, Berkeley |
2001 |
3101 |
Effects of Variable Pretension on Bolted Connection Behavior |
James Swanson |
University of Cincinnati |
2002 |
3175 |
Effective Throat for Flare Bevel and Flare Groove Welds |
J.A. Packer and
G.S. Frater |
University of Toronto |
2003 |
3177 |
Column Stiffener Detailing and Panel Zone Behavior of Steel Moment Frame Connections |
Daeyong Lee |
University of Minnesota |
2002 |
3179 |
Statistical Analysis of Structural Plate Mechanical Properties |
Somchat Suwan |
University of Texas at Austin |
2003 |
3180 |
Development of Testing Protocol for Short Links with Eccentrically Braced Frames |
Paul Richards |
University of California, San Diego |
2003 |
3186 |
Experiments on the Impact of Higher Strength Steel on Local Buckling and Overstrength of Links in EBFs |
Michael Engelhardt |
University of Texas at Austin |
2001 |
3204 |
Steel Construction Process Study (Tolerances) |
David Ruby |
Ruby & Associates |
2004 |
3205 |
Current Knowledge of the Cracking of Steels During Galvanizing |
Thomas Kinstler |
GalvaScience LLC |
2005 |
3213 |
Performance-Based Seismic Design of EBF Using Target Drift and Yield Mechanism as Performance Criteria |
Subhash Goel |
University of Michigan |
2005 |
3213 |
Failure Analysis of Steel Specimens Subjected to Blast Loads |
John Barsom |
Barsom Consulting Ltd. |
2005 |
3214 |
Development of Seismic Guidelines for Deep-Column Steel Moment Connections |
James Ricles |
Lehigh University |
2004 |
3216 |
Design of All-Bolted Extended Double Angle, Single Angle, and Tee Shear Connections |
Perry Green and
Thomas Sputo |
University of Florida |
2005 |
3218 |
Effect of Loading Angle on the Behavior of Fillet Welds |
Kam Deng |
University of Alberta |
2003 |
3222 |
Strength and Ductility of Welded Joints Subjected to Out-of-Plane Bending |
Amit Kanvinde and Gilbert Gronde |
University of California, Davis and University of Alberta |
2008 |
3237 |
Behavior of Bolted Steel Slip-Critical Connections with Fillers |
Jerome F. Hajjar |
University of Illinois, Urbana-Champaign |
2008 |
3240 |
Cyclic Testing of Bolted Flange Plate Steel Moment Connections for Special Moment Frames |
Chia-Ming Uang |
University of California, San Diego |
2007 |
3245 |
Cyclic Behavior of Steel Columns with Combined High Axial Load and Drift Demand |
Chia-Ming Uang |
University of California, San Diego |
2006 |
3245 |
Strength Prediction Method for Shear Studs and Resistance Factor for Composite Beams |
W. Samuel Easterling &
Thomas M. Murray |
Virginia Tech |
2000 |
3252 |
Beam Web Connections with Coped Top Flanges |
Harrison J. Wilson |
University of Toronto |
1980 |
3256 |
Tension Capacity of Bolted Single Angle Shear Connection |
W.M. Kim Roddis |
The George Washington University |
2010 |
3267 |
Synthesis of Design, Testing and Analysis Research on Steel Column Base Plate Connections in High-Seismic Zones |
Jerome Hajjar and
Robert Dexter |
University of Minnesota |
2005 |
3273 |
Experimental Results of the AISC Full-Scale Column Blast Test |
Ruben Martinez |
Karagozian & Case |
2006 |
3274 |
Studs Thru Deck Welding, Coated Steel |
Yoni Adonyi |
LeTourneau University |
2006 |
3275 |
Effects of Slab Post-Tensioning on Supporting Steel Beams |
Kent Harries |
University of Pittsburgh |
2007 |
3276 |
Robustness in Structural Steel Framing Systems |
Chris Foley |
Marquette University |
2007 |
3277 |
Shear Transfer in Exposed Column Base Plates Phase I |
Amit Kavinde and
Gregory Deierlein |
University of California, Davis and Stanford University |
2009 |
3278 |
Seismic Strength of Moment End-Plate Connections with Attached Concrete Slab |
Thomas Murray |
Virginia Tech |
2009 |
3279 |
Progressive Collapse Analysis of an Existing Building |
Halil Sezen |
Ohio State University |
2009 |
3280 |
Performance-Based Plastic Design of Earthquake Resistant Concentrically Braced Steel Frames |
Subhash Goel |
University of Michigan |
2010 |
3281 |
Towards Systems Behavior Factors for Composite Frames: Experimental and Analytical Studies |
Jerome Hajjar and Roberto Leon |
University of Illinois at Urbana-Champaign and Georgia Tech |
2011 |
3282 |
Economic and Serviceable Seismic Systems Phase II - All-Bolted Buckling Restrained Braced Frames |
Patrick McManus and
Jay Puckett |
Martin/Martin Inc. and University of Wyoming |
2011 |
3283 |
Bracing for Stability |
Joseph A. Yura and
Todd A. Helwig |
University of Texas, Austin
University of Houston |
1995 |
3305 |
The Behavior and Analysis of Double Row Bolted Shear Web Connections |
J.M. Ricles and J.A. Yura |
University of Texas, Austin |
1980 |
973 |
Tests of Bolted Shear Web Connections |
Bert G. Shelton and
Joseph A. Yura |
University of Texas, Austin |
1981 |
989 |
Design of Single Plate Framing Connections with A307 Bolts |
Ralph M. Richard |
University of Arizona |
1982 |
990 |
R-Factors for Coupled Composite Plate Shear Walls / Concrete Filled (CC-PSW/CF) |
Michel Bruneau, Amit Varma, Emre Kizilarslan, Morgan Broberg, Soheil Shafaei, Jungil Seo |
Purdue University and the University at Buffalo |
2019 |
CPF#05-17 |