Analytical and Experimental Investigation of the Extended Stiffened Moment End-Plate Connection with Four Bolts at the Beam Tension Flange |
Albolhassan Astaneh-Asl
Thomas M. Murray |
University of Oklahoma |
1985 |
1360 |
Unification of Flush End-Plate Design Procedures |
Anant R. Kukreti and
Thomas M. Murray |
University of Oklahoma |
1985 |
1733 |
Finite Element Analysis of Two-Tension Bolt Flush End-Plate Connections |
Anant R. Kukreti and
Thomas M. Murray |
University of Oklahoma |
1984 |
1054 |
Column Web and Flange Strength at End-Plate Connections |
Thomas M. Murray |
University of Oklahoma |
1983 |
1247 |
Effects of Slab Post-Tensioning on Supporting Steel Beams |
Kent Harries |
University of Pittsburgh |
2007 |
3276 |
Steel Beam to Column Connections |
D. A. Nethercot |
University of Sheffield |
1984 |
1084 |
A Procedure for the Preliminary Design of Building Structures with Semi-Rigid Beam-Column Connections |
Pollyana Stier-Kimney |
University of South Carolina |
1984 |
1069 |
Steel Beam to Box Column Connections |
James C. Anderson |
University of Southern California |
1991 |
1399 |
Determination of Column Fixity at Column Bases |
Donald D. Cannon, Jr. |
University of Tennessee, Knoxville |
1984 |
1106 |
Investigation of Bearing and Tearout of Steel Bolted Connections |
Mark D. Denavit, Nicolo Franceschetti, Andrew Shahan |
University of Tennessee, Knoxville |
2021 |
-- |
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 |
Statistical Analysis of Structural Plate Mechanical Properties |
Somchat Suwan |
University of Texas at Austin |
2003 |
3180 |
Design of Moment Connections for Composite Framed Structures |
James A. Yura, James O.
Jirsa and Gregory E.
Deierlein |
University of Texas, Austin |
1988 |
1278 |
Moment Connections Between Steel Beams and Concrete Columns |
James A. Yura, James O.
Jirsa, and Tauqir M. Sheikh |
University of Texas, Austin |
1987 |
1279 |
Strength and Behavior of Double-Tee Tubular Joints in Tension |
Joseph A. Yura |
University of Texas, Austin |
1986 |
1154 |
Tests of Bolted Shear Web Connections |
Bert G. Shelton and
Joseph A. Yura |
University of Texas, Austin |
1981 |
989 |
The Behavior and Analysis of Double Row Bolted Shear Web Connections |
J.M. Ricles and J.A. Yura |
University of Texas, Austin |
1980 |
973 |
Bracing for Stability |
Joseph A. Yura and
Todd A. Helwig |
University of Texas, Austin
University of Houston |
1995 |
3305 |
Effective Throat for Flare Bevel and Flare Groove Welds |
J.A. Packer and
G.S. Frater |
University of Toronto |
2003 |
3177 |
Beam Web Connections with Coped Top Flanges |
Harrison J. Wilson |
University of Toronto |
1980 |
3256 |
Weld Design for Rectangular HSS Overlapped K- Connections |
Jeffrey Packer |
University of Toronto |
2014 |
-- |
Updating Standard Shape Material Properties Database for Design and Reliability |
F.M. Bartlett and
R.J. Dexter |
University of Western Ontario and
University of Minnesota |
2001 |
3062 |
Design of Extended Shear Tabs |
Donald Sherman and
Al Ghorbanpoor |
University of Wisconsin, Milwaukee |
2002 |
3095 |
Testing and Design of Extended Shear Tabs |
Donald R. Sherman and
Al Ghorbanpoor |
University of Wisconsin, Milwaukee |
2000 |
3039 |
The Effect of Shear Tab Connections on Tubular Column Strength |
Stephen Michael Herlache |
University of Wisconsin, Milwaukee |
1989 |
1420 |
Structural Tests of Large Pin-Connected Links |
G.T. Blake |
US Steel Research |
1981 |
1033 |
Evaluation of the Effect of Boat-Shaped Welds and Pneumatic Power Actuated Fasteners on the Seismic Behavior of Moment Frames |
Matthew Eatherton |
Virginia Polytechnic Institute and State University |
2015 |
-- |
Seismic Strength of Moment End-Plate Connections with Attached Concrete Slab |
Thomas Murray |
Virginia Tech |
2009 |
3279 |
Strength Prediction Method for Shear Studs and Resistance Factor for Composite Beams |
W. Samuel Easterling &
Thomas M. Murray |
Virginia Tech |
2000 |
3252 |
Behavior and Modeling of a Reinforced Concrete Slab as Part of a Partially Restrained Composite Beam- Girder Connection |
W. Samuel Easterling |
Virginia Tech |
1996 |
3027 |
Behavior and Modeling of Mild and Reinforcing Steel |
W. Samuel Easterling |
Virginia Tech |
1996 |
3026 |
Behavior and Modeling of Partially Restrained Composite Beam-Girder Connections |
W. Samuel Easterling |
Virginia Tech |
1996 |
3031 |
Behavior and Modeling of a Single Bolt Lap Plate Connection |
W. Samuel Easterling |
Virginia Tech |
1996 |
3029 |
Behavior and Modeling of a Single Plate Bearing on a Single Bolt |
W. Samuel Easterling |
Virginia Tech |
1996 |
3028 |
Innovative Floor Systems for Steel Framed Buildings |
Thomas M. Murray |
Virginia Tech |
1990 |
1455 |
Hybrid Steel Frames |
Finley Charney |
Virginia Tech |
2013 |
-- |
General Loading of Semi-Rigid Connections |
Deryl Lee Earsom |
Washington University |
1987 |
2091 |