Design of Single Plate Framing Connections |
Albolhassan Astaneh-Asl |
University of California, Berkeley |
1988 |
1293 |
Shear Connector Spacing in Composite Members with Formed Steel Deck |
David C. Klyee |
Lehigh University |
1988 |
1290 |
Design of Moment Connections for Composite Framed Structures |
James A. Yura, James O.
Jirsa and Gregory E.
Deierlein |
University of Texas, Austin |
1988 |
1278 |
Welded-Welded Double Framing Angle Connection Moments |
Marc C. LeBouton and
Ralph M. Richard |
University of Arizona |
1987 |
1295 |
Moment Connections Between Steel Beams and Concrete Columns |
James A. Yura, James O.
Jirsa, and Tauqir M. Sheikh |
University of Texas, Austin |
1987 |
1279 |
Investigation and Analysis of Welded Framed Beam Connections |
Ralph M. Richard |
University of Arizona |
1987 |
1273 |
Effect of Stitch Spacing on the Cyclic Behavior of Built-Up Bracing Members |
Subhash C. Goel |
University of Michigan |
1987 |
1239 |
General Loading of Semi-Rigid Connections |
Deryl Lee Earsom |
Washington University |
1987 |
2091 |
Behavior of Tension Butt Joints Using Bolts and Welds in Combination |
M.D. Bowman |
Purdue University |
1986 |
1232 |
The Dectectability and Significance of Buried Lamellar Tears in Welded Tee Joints |
Robert D. Stout |
Lehigh University |
1986 |
1231 |
Strength and Behavior of Double-Tee Tubular Joints in Tension |
Joseph A. Yura |
University of Texas, Austin |
1986 |
1154 |
Strength and Stiffness of Semi-Composite Connections |
Douglas ammerman and
Roberto Leon |
University of Minnesota |
1985 |
1135 |
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 |
Design of Steel Tied Arch Bridges |
Dann H. Hall |
Bridge Software Development International Ltd. |
1985 |
1171 |
Unification of Flush End-Plate Design Procedures |
Anant R. Kukreti and
Thomas M. Murray |
University of Oklahoma |
1985 |
1733 |
Determination of Column Fixity at Column Bases |
Donald D. Cannon, Jr. |
University of Tennessee, Knoxville |
1984 |
1106 |
Experimental and Analytical Force Deformation Curves for bolted Double Angle Connections |
Ralph M. Richard |
University of Arizona |
1984 |
1096 |
Steel Beam to Column Connections |
D. A. Nethercot |
University of Sheffield |
1984 |
1084 |
Gusset Plate Design Utilizing Block-Shear Concepts |
Reidar Bjorhovde |
University of Arizona |
1984 |
1072 |
A Procedure for the Preliminary Design of Building Structures with Semi-Rigid Beam-Column Connections |
Pollyana Stier-Kimney |
University of South Carolina |
1984 |
1069 |
The Analysis and Behavior of Deep Bolted Angle Connections |
Ralph M. Richard |
University of Arizona |
1984 |
1057 |
Continued Research on Mechanical Property Improvements in Electroslag Welding of High Strength, Low Alloy Steel |
G.H. Reynolds |
MNSW, Inc. |
1984 |
1056 |
Finite Element Analysis of Two-Tension Bolt Flush End-Plate Connections |
Anant R. Kukreti and
Thomas M. Murray |
University of Oklahoma |
1984 |
1054 |
A Study of Welded Bracket to Web Connections of Rolled I-Sections with Low Web Slenderness Ratios |
Bruce E. Hopper |
Clarkson College of Technology |
1983 |
1055 |
Load and Resistance Factor Design of Steel Structures for Fatigue |
Charles S. Nolan and
Pedro Albrecht |
University of Maryland |
1983 |
1035 |
The Effect of Repair Welds on Service Performance |
G. Slater |
The Welding Institute |
1983 |
1032 |
Column Web and Flange Strength at End-Plate Connections |
Thomas M. Murray |
University of Oklahoma |
1983 |
1247 |
Stress, Strain and Force Distributions in Gusset Plate Connections |
Ralph M. Richard |
University of Arizona |
1983 |
1401 |
Strength and Behavior of Connection Elements |
Reidar Bjorhovde |
University of Arizona |
1983 |
1400 |
Design of Single Plate Framing Connections with A307 Bolts |
Ralph M. Richard |
University of Arizona |
1982 |
990 |
Examination of Resistance Factor for Load and Resistance Factor Design Criteria |
Hasun Jeong |
Pennsylvania State University |
1981 |
1045 |
Structural Tests of Large Pin-Connected Links |
G.T. Blake |
US Steel Research |
1981 |
1033 |
Analytical Study of Panel Zone Behavior in Beam-Column Connections |
Ralph M. Richard and
David R. Pettijohn |
University of Arizona |
1981 |
1000 |
Tests of Bolted Shear Web Connections |
Bert G. Shelton and
Joseph A. Yura |
University of Texas, Austin |
1981 |
989 |
Post Elastic Analysis of a Web Connection in Direct Tension |
Subash C. Anand |
Clemson University |
1980 |
1122 |
The Behavior and Analysis of Double Row Bolted Shear Web Connections |
J.M. Ricles and J.A. Yura |
University of Texas, Austin |
1980 |
973 |
Beam Web Connections with Coped Top Flanges |
Harrison J. Wilson |
University of Toronto |
1980 |
3256 |