Design of Single Plate Shear Connections with Snug-Tight Bolts in Short Slotted Holes |
Albolhassan Astaneh-Asl |
University of California, Berkeley |
1990 |
1415 |
Design of Single Plate Framing Connections with A307 Bolts |
Ralph M. Richard |
University of Arizona |
1982 |
990 |
Design of Single Plate Framing Connections |
Albolhassan Astaneh-Asl |
University of California, Berkeley |
1988 |
1293 |
Design of Moment Connections for Composite Framed Structures |
James A. Yura, James O.
Jirsa and Gregory E.
Deierlein |
University of Texas, Austin |
1988 |
1278 |
Design of Extended Shear Tabs |
Donald Sherman and
Al Ghorbanpoor |
University of Wisconsin, Milwaukee |
2002 |
3095 |
Design of All-Bolted Extended Double Angle, Single Angle, and Tee Shear Connections |
Perry Green and
Thomas Sputo |
University of Florida |
2005 |
3218 |
Design Development for Steel Strongback Braced Frames to Mitigate Concentrations of Damage |
Barbara Simpson |
University of California, Berkeley |
2018 |
-- |
Deconstructable Systems for Sustainable Design of Steel and Composite Structures |
Lizhong Wang, Lucas N. Troup, Kyle Coleman, Mathhew J. Eckelman, Jerry Hajjar, Clayton Brown, and Mark D. Webster |
Northeastern University |
2016 |
-- |
* Damage Resistant Design Methodology for Multi-Hazard Resilient Buildings |
Michael Pollino, Derek Slovenec, Laura Rendos, Gwen Evans |
Case Western Reserve University |
2019 |
-- |
Cyclic Testing of Bolted Flange Plate Steel Moment Connections for Special Moment Frames |
Chia-Ming Uang |
University of California, San Diego |
2007 |
3245 |
Cyclic Inelastic Behavior of Concrete Filled Sandwich Panel Walls Subjected to In-Plane Flexure |
Michel Bruneau |
University at Buffalo |
2014 |
-- |
Cyclic Behavior of Steel Columns with Combined High Axial Load and Drift Demand |
Chia-Ming Uang |
University of California, San Diego |
2006 |
3245 |
Current Knowledge of the Cracking of Steels During Galvanizing |
Thomas Kinstler |
GalvaScience LLC |
2005 |
3213 |
Continued Research on Mechanical Property Improvements in Electroslag Welding of High Strength, Low Alloy Steel |
G.H. Reynolds |
MNSW, Inc. |
1984 |
1056 |
Column Web and Flange Strength at End-Plate Connections |
Thomas M. Murray |
University of Oklahoma |
1983 |
1247 |
Column Stiffener Detailing and Panel Zone Behavior of Steel Moment Frame Connections |
Daeyong Lee |
University of Minnesota |
2002 |
3179 |
Characterization of Cyclic Inelastic Strain Behavior on Properties of A572 Gr. 50 and A913 Gr. 50 Rolled Sections |
E.J. Kaufmann |
Lehigh University |
2001 |
3048 |
Bracing for Stability |
Joseph A. Yura and
Todd A. Helwig |
University of Texas, Austin
University of Houston |
1995 |
3305 |
Behavior of Webs of Rolled Sections Under In-Plane Compressive Loads |
Mohamed Elgaaly |
University of Maine |
1990 |
1511 |
Behavior of Tension Butt Joints Using Bolts and Welds in Combination |
M.D. Bowman |
Purdue University |
1986 |
1232 |
Behavior of Bolted Steel Slip-Critical Connections with Fillers |
Jerome F. Hajjar |
University of Illinois, Urbana-Champaign |
2008 |
3240 |
Behavior and Modeling of Partially Restrained Composite Beam-Girder Connections |
W. Samuel Easterling |
Virginia Tech |
1996 |
3031 |
Behavior and Modeling of Mild and Reinforcing Steel |
W. Samuel Easterling |
Virginia Tech |
1996 |
3026 |
Behavior and Modeling of a Single Plate Bearing on a Single Bolt |
W. Samuel Easterling |
Virginia Tech |
1996 |
3028 |
Behavior and Modeling of a Single Bolt Lap Plate Connection |
W. Samuel Easterling |
Virginia Tech |
1996 |
3029 |
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 |
Beam Web Connections with Coped Top Flanges |
Harrison J. Wilson |
University of Toronto |
1980 |
3256 |
Analytical Study of Panel Zone Behavior in Beam-Column Connections |
Ralph M. Richard and
David R. Pettijohn |
University of Arizona |
1981 |
1000 |
Analytical and Experimental Studies of Double Angle Framing Connections |
Albolhassan Astaneh-Asl |
University of California, Berkeley |
1988 |
1300 |
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 |
Analytical and Empirical Models of Axial Force Displacement Behavior of Steel Double Angles |
Mario de Stefano and
Albolhassan Astaneh-Asl |
University of California, Berkeley |
1990 |
1613 |
Analysis and Design of Eccentric Stiffeners Part of Moment Connections to Column Flanges |
Keith J. Kowalkowski and Javier Alvarez Rodilla |
Lawrence Tech |
2019 |
-- |
Alternative Weld Details and Design for Continuity Plates and Doubler Plates for Applications in Special and Intermediate Moment Frames |
Mathew Reynolds
Chia-Ming Uang |
University of California, San Diego |
2020 |
-- |
Ad Hoc Task Group Report on Local Buckling (Width-to-thickness) Limits |
Ben Schafer |
AISC Committee on Specifications Task Group on Local Buckling (Width-to-thickness) Limits |
2020 |
-- |
Ad Hoc Task Group Report on High Strength Steel |
Ben Schafer |
AISC Committee on Specifications Task Group on High Strength Steel |
2019 |
-- |
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 |
A Procedure for the Preliminary Design of Building Structures with Semi-Rigid Beam-Column Connections |
Pollyana Stier-Kimney |
University of South Carolina |
1984 |
1069 |