General Loading of Semi-Rigid Connections |
Deryl Lee Earsom |
Washington University |
1987 |
2091 |
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 |
-- |
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 |
-- |
Structural Tests of Large Pin-Connected Links |
G.T. Blake |
US Steel Research |
1981 |
1033 |
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 |
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 |
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 |
-- |
Bracing for Stability |
Joseph A. Yura and
Todd A. Helwig |
University of Texas, Austin
University of Houston |
1995 |
3305 |
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 |
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 |
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 |
-- |
Steel Beam to Box Column Connections |
James C. Anderson |
University of Southern California |
1991 |
1399 |
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 Column Connections |
D. A. Nethercot |
University of Sheffield |
1984 |
1084 |
Effects of Slab Post-Tensioning on Supporting Steel Beams |
Kent Harries |
University of Pittsburgh |
2007 |
3276 |
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 |
Development of Connection Detail for Connecting Steel Beams to Composite Columns |
Atorod Azizinamini |
University of Nebraska-Lincoln |
1992 |
1460 |
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 |
Column Stiffener Detailing and Panel Zone Behavior of Steel Moment Frame Connections |
Daeyong Lee |
University of Minnesota |
2002 |
3179 |
Strength and Stiffness of Semi-Composite Connections |
Douglas ammerman and
Roberto Leon |
University of Minnesota |
1985 |
1135 |
Performance-Based Plastic Design of Earthquake Resistant Concentrically Braced Steel Frames |
Subhash Goel |
University of Michigan |
2010 |
3281 |
Performance-Based Seismic Design of EBF Using Target Drift and Yield Mechanism as Performance Criteria |
Subhash Goel |
University of Michigan |
2005 |
3213 |
Effect of Stitch Spacing on the Cyclic Behavior of Built-Up Bracing Members |
Subhash C. Goel |
University of Michigan |
1987 |
1239 |
Load and Resistance Factor Design of Steel Structures for Fatigue |
Charles S. Nolan and
Pedro Albrecht |
University of Maryland |
1983 |
1035 |
Behavior of Webs of Rolled Sections Under In-Plane Compressive Loads |
Mohamed Elgaaly |
University of Maine |
1990 |
1511 |
The Behavior of Trusses with Eccentric Joints |
Carl E. Kurt |
University of Kansas |
1990 |
1406 |
* Thin Composite Two-Way Flooring System for Steel Structural Systems |
Eugene Boadi-Danquah, Duncan MacLachlan, Brian Robertson, Tristan Yount, Matthew Fadden, and William Collins |
University of Kansas |
2021 |
-- |
Three-Dimensional Finite Element Simulation of the Seismic Behavior of Multitier Concentrically Braced Frames |
C.D. Stoakes, L.A. Fahnestock |
University of Iowa, University of Illinois |
2014 |
-- |
Behavior of Bolted Steel Slip-Critical Connections with Fillers |
Jerome F. Hajjar |
University of Illinois, Urbana-Champaign |
2008 |
3240 |
Lateral Buckling of Short I-Beams Under Cyclic Loading |
Keith D. Hjelmstad |
University of Illinois, Urbana-Champaign |
1990 |
1422 |
Optimal Design of Framed Structures Under Multiple Loading Conditions Based on a Stability Criterion |
Keith D. Hjelmstad |
University of Illinois, Urbana-Champaign |
1989 |
1404 |
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 |
Design of All-Bolted Extended Double Angle, Single Angle, and Tee Shear Connections |
Perry Green and
Thomas Sputo |
University of Florida |
2005 |
3218 |
Stiffened Seated Connections to Column Webs |
Duane S. Ellifritt |
University of Florida |
1994 |
1482 |
Durability of Steel Bridge Corrosion Protection Systems Using Environment-Based Accelerated Corrosion Testing |
PI: Jennifer McConnell | Co-PI: Clara Chan | Research Assistants: Julie Giannino and Nate Young | Other Contributors: Sally Saleem and Tian Bai |
University of Delaware |
2021 |
-- |
Effects of Variable Pretension on Bolted Connection Behavior |
James Swanson |
University of Cincinnati |
2002 |
3175 |
Load and Resistance Factor Design Methodology |
Shayne O. Manning |
University of Cincinnati |
1988 |
1378 |
Pull-Through Testing of Plate Washers for Column Anchor Rod Applications |
Paul A. Cozzens, Gian Andrea Rassati, James A. Swanson |
University of Cincinnati |
2021 |
-- |
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 |
Development of Testing Protocol for Short Links with Eccentrically Braced Frames |
Paul Richards |
University of California, San Diego |
2003 |
3186 |
Effect of the Straightening Method on the Cyclic Behavior of k Area in Steel Rolled Shapes |
Chia-Ming Uang and
Brandon Chi |
University of California, San Diego |
2001 |
3071 |
Experimental Verification of a Procedure for SMF Continuity Plate Weld Design |
Chia-Ming Uang |
University of California, San Diego |
2017 |
-- |
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 |
-- |
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 |
Shear Transfer in Exposed Column Base Plates Phase I |
Amit Kavinde and
Gregory Deierlein |
University of California, Davis and Stanford University |
2009 |
3278 |
Tensile Strength of Embedded Anchor Groups: Tests and Strength Models |
David Grilli, Amit Kanvinde |
University of California, Davis |
2015 |
-- |
Progressive Collapse Resistance of Steel Building Floors |
Albolhassan Astaneh-Asl |
University of California, Berkeley |
2001 |
3101 |
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 |
Design of Single Plate Shear Connections with Snug-Tight Bolts in Short Slotted Holes |
Albolhassan Astaneh-Asl |
University of California, Berkeley |
1990 |
1415 |
Moment Rotation Characteristics of a Simple Steel Base Plate Connection |
Albolhassan Astaneh-Asl |
University of California, Berkeley |
1989 |
1325 |
Analytical and Experimental Studies of Double Angle Framing Connections |
Albolhassan Astaneh-Asl |
University of California, Berkeley |
1988 |
1300 |
Design of Single Plate Framing Connections |
Albolhassan Astaneh-Asl |
University of California, Berkeley |
1988 |
1293 |
Design Development for Steel Strongback Braced Frames to Mitigate Concentrations of Damage |
Barbara Simpson |
University of California, Berkeley |
2018 |
-- |
Investigation into Shear Stud Fatigue Demands |
Gary S. Prinz |
University of Arkansas |
2019 |
-- |
Single Plate Framing Connection Design |
Ralph M. Richard |
University of Arizona |
1989 |
1655 |
Welded-Welded Double Framing Angle Connection Moments |
Marc C. LeBouton and
Ralph M. Richard |
University of Arizona |
1987 |
1295 |
Investigation and Analysis of Welded Framed Beam Connections |
Ralph M. Richard |
University of Arizona |
1987 |
1273 |
Experimental and Analytical Force Deformation Curves for bolted Double Angle Connections |
Ralph M. Richard |
University of Arizona |
1984 |
1096 |
Gusset Plate Design Utilizing Block-Shear Concepts |
Reidar Bjorhovde |
University of Arizona |
1984 |
1072 |
The Analysis and Behavior of Deep Bolted Angle Connections |
Ralph M. Richard |
University of Arizona |
1984 |
1057 |
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 |
Analytical Study of Panel Zone Behavior in Beam-Column Connections |
Ralph M. Richard and
David R. Pettijohn |
University of Arizona |
1981 |
1000 |
Effect of Loading Angle on the Behavior of Fillet Welds |
Kam Deng |
University of Alberta |
2003 |
3222 |
Strength of Transverse Fillet Welds Made with Filler Metals without Specified Toughness |
Gilbert Grondin |
University of Alberta |
2002 |
3097 |
Thermo-Mechanical Modeling and Testing of Thermal Breaks in Structural Steel Point Transmittances |
Scott Hamel |
University of Alaska-Anchorage |
2016 |
-- |
Cyclic Inelastic Behavior of Concrete Filled Sandwich Panel Walls Subjected to In-Plane Flexure |
Michel Bruneau |
University at Buffalo |
2014 |
-- |
Modeling Reserve System Performance for Low-Ductility Braced Frames |
Eric Hines |
Tufts University |
2012 |
-- |
The Effect of Repair Welds on Service Performance |
G. Slater |
The Welding Institute |
1983 |
1032 |
Slip Coefficients for Galvanized Surfaces |
Sean Donahue, Todd Helwig, Joseph Yura |
The University of Texas at Austin |
2014 |
-- |
Tension Capacity of Bolted Single Angle Shear Connection |
W.M. Kim Roddis |
The George Washington University |
2010 |
3267 |
Tests to Determine Adequacy of A490 Bolts in Moment End-Plate Connections |
Thomas M. Murray |
Structural Engineers, Inc. |
1988 |
1334 |
Steel Construction Process Study (Tolerances) |
David Ruby |
Ruby & Associates |
2004 |
3205 |
MTR Survey of Plate Material Used in Structural Fabrication |
Roger Brockenbrough |
R.L. Brockenbrough & Associates, Inc. |
2001 |
3075 |
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 |
The Effect of Profile and Root Geometry on the Strength of Fillet Welds |
Brian P. Quinn |
Purdue University |
1991 |
1407 |
Behavior of Tension Butt Joints Using Bolts and Welds in Combination |
M.D. Bowman |
Purdue University |
1986 |
1232 |