AISC Research Library: steel research reports

Source: American Institute of Steel Construction (AISC), Steel Solutions Center, Research Library. Retrieved 2026-11-05. 152 entries, 1980 to 2025. Same list as JSON.

Titles, authors, institutions, years and report numbers are bibliographic facts, listed here for citation. The reports are the work of their authors and AISC; none is copied or hosted here. Each entry links to the original at the publisher's site. CadCraft is not affiliated with or endorsed by AISC. Topic tags are CadCraft's own.

152 of 152 shown.

Report	Authors	Institution	Year	Report no.	Original
FastFloor Phase 1 Closeout composite	Jerome F. Hajjar, Benjamin W. Schafer, Matthew R. Eatherton, Onur Avci, W. Samuel Easterling	Northeastern University, Johns Hopkins University, West Virginia University, Iowa State University, and Virginia Polytechnic Institute and State University	Ongoing	AISC-LRR-2024-03	Read at www.aisc.org
Drop-In Top Flange Connection connections	Matthew Yarnold, Kadir Sener	Auburn University	2025		Read at www.aisc.org
Task Group Report on Seismic Local Buckling Limits seismic, columns, stability	Judy Liu, Gregory Deierlein, Matthew Eatherton, Cathleen Jacinto, Dawn Lehman, Patrick McManus, Kimberley Olson, Jim Schoen, Chia-Ming Uang, Amit Varma	AISC Committee on Specifications Ad Hoc Task Group on Seismic Local Buckling Limits	2025	AISC-FRR-2025-01	Read at cloud.aisc.org
Augmented Reality in Structural Steel Fabrication fabrication	Hannah Blum	University of Wisconsin-Madison	2024	AISC-FRR-2024-01	Read at www.aisc.org
Behavior of Asymmetric Steel I-Beams beams	Matthew Yarnold	Auburn University	2024	AISC-Milek-2025-01	Read at www.aisc.org
FastFloor R Workshop composite	Ben Schafer, Devin Huber, Caitlin Colsia	Johns Hopkins University	2024		Read at www.aisc.org
Further Investigation of Bearing and Tearout of Steel Bolted Connections connections	Mark Denavit, Javad Esmaeelpour, Pratik Poudel	University of Tennessee, Knoxville	2024	AISC-FRR-2024-04	Read at www.aisc.org
Weld Reliability Analysis connections	Bo Dowswell, Clayton Cox	ARC International, LLC and Hoar Construction	2024	AISC-FRR-2024-02	Read at www.aisc.org
Comprehensive Revision of Design Considerations for Column Base Connections in Steel Moment Frames connections, columns	Ahmad S. Hassan, Amit M. Kanvinde	University of California, Davis	2022	AISC-LRR-2022-01	Read at www.aisc.org
Durability of Steel Bridge Corrosion Protection Systems Using Environment-Based Accelerated Corrosion Testing	PI: Jennifer McConnell \| Co-PI: Clara Chan \| Research Assistants: Julie Giannino, Nate Young \| Other Contributors: Sally Saleem, Tian Bai	University of Delaware	2021		Read at www.aisc.org
Fillet and PJP Welds connections	Bo Dowswell, Clayton Cox, Mohamed S. Gallow, Fouad H. Fouad	ARC International, LLC	2021		Read at www.aisc.org
Investigation of Bearing and Tearout of Steel Bolted Connections connections	Mark D. Denavit, Nicolo Franceschetti, Andrew Shahan	University of Tennessee, Knoxville	2021		Read at www.aisc.org
Pull-Through Testing of Plate Washers for Column Anchor Rod Applications columns	Paul A. Cozzens, Gian Andrea Rassati, James A. Swanson	University of Cincinnati	2021		Read at www.aisc.org
Thin Composite Two-Way Flooring System for Steel Structural Systems Milek composite	Eugene Boadi-Danquah, Duncan MacLachlan, Brian Robertson, Tristan Yount, Matthew Fadden, William Collins	University of Kansas	2021		Read at www.aisc.org
Understanding the Behavior of Steel Connections with Bolts and Welds in Combination connections	Mohamed Soliman, Bruce Russell, Christopher Waite, Ligang Shen, Ethan Stringer	Oklahoma State University	2021		Read at www.aisc.org
Ad Hoc Task Group Report on Local Buckling (Width-to-thickness) Limits columns, stability	Ben Schafer	AISC Committee on Specifications Task Group on Local Buckling (Width-to-thickness) Limits	2020		Read at www.aisc.org
Alternative Weld Details and Design for Continuity Plates and Doubler Plates for Applications in Special and Intermediate Moment Frames connections	Mathew Reynolds Chia-Ming Uang	University of California, San Diego	2020		Read at www.aisc.org
Effect of Stiffener Weld Detail on Cyclic Performance of End-Plate Moment Connections connections	Ryan T. Stevens, Matthew R. Eatherton, Thomas M. Murray	Virginia Polytechnic Institute and State University	2020	AISC-FRR-2020-01	Read at www.aisc.org
Seismic Design Coefficients for SpeedCore or Composite Plate Shear Walls - Concrete Filled (C-PSW/CF) seismic, composite	Shubham Agrawal, Morgen Broberg, Amit H. Varma	Purdue University	2020		Read at doi.org
Structural Fire Engineering and Design of Filled Composite Plate Shear Walls (SpeedCore) seismic, composite, fire	Ataollah Taghipour Anvari, Saahastaranshu Bhardwaj, Preshit Wazalwa, Amit Varma	Purdue University	2020		Read at www.aisc.org
Ad Hoc Task Group Report on High Strength Steel	Ben Schafer	AISC Committee on Specifications Task Group on High Strength Steel	2019		Read at www.aisc.org
Analysis and Design of Eccentric Stiffeners Part of Moment Connections to Column Flanges connections, columns	Keith J. Kowalkowski, Javier Alvarez Rodilla	Lawrence Tech	2019		Read at www.aisc.org
Chevron Special Concentrically Braced Frames with Beam Yielding seismic, beams	Charles Roeder, Dawn Lehman, Jeffrey Berman, Qiyang Tan, Hayato Asada, Andrew Sen	University of Washington, Kobe University	2019	AISC-FRR-2019-08	Read at www.aisc.org
Damage Resistant Design Methodology for Multi-Hazard Resilient Buildings Milek	Michael Pollino, Derek Slovenec, Laura Rendos, Gwen Evans	Case Western Reserve University	2019		Read at www.aisc.org
Investigation into Shear Stud Fatigue Demands composite, fatigue	Gary S. Prinz	University of Arkansas	2019		Read at www.aisc.org
R-Factors for Coupled Composite Plate Shear Walls / Concrete Filled (CC-PSW/CF) composite	Michel Bruneau, Amit Varma, Emre Kizilarslan, Morgan Broberg, Soheil Shafaei, Jungil Seo	Purdue University and the University at Buffalo	2019	CPF#05-17	Read at www.aisc.org
SpeedCore Summit seismic	Devin Huber, Jennifer Traut-Todaro	AISC	2019		Read at www.aisc.org
Structural Adhesives Workshop	Devin Huber, Chris Garrell	AISC	2019		Read at www.aisc.org
Design Development for Steel Strongback Braced Frames to Mitigate Concentrations of Damage seismic	Barbara Simpson	University of California, Berkeley	2018		Read at www.aisc.org
Experimental Verification of a Procedure for SMF Continuity Plate Weld Design connections	Chia-Ming Uang	University of California, San Diego	2017		Read at www.aisc.org
Thermal Break Strategies for Cladding Systems in Building Structures	Jerome F. Hajjar	Northeastern University	2017		Read at www.aisc.org
Deconstructable Systems for Sustainable Design of Steel and Composite Structures composite, fabrication	Lizhong Wang, Lucas N. Troup, Kyle Coleman, Mathhew J. Eckelman, Jerry Hajjar, Clayton Brown, Mark D. Webster	Northeastern University	2016		Read at www.aisc.org
Required Clearance for Welded Joints connections	Bo Dowswell	ARC International, LLC	2016	AISC-FRR-2013-03	Read at www.aisc.org
Thermo-Mechanical Modeling and Testing of Thermal Breaks in Structural Steel Point Transmittances	Scott Hamel	University of Alaska-Anchorage	2016		Read at www.aisc.org
Evaluation of the Effect of Boat-Shaped Welds and Pneumatic Power Actuated Fasteners on the Seismic Behavior of Moment Frames seismic, connections	Matthew Eatherton	Virginia Polytechnic Institute and State University	2015		Read at www.aisc.org
Framing Strategies for Robustness in Steel Buildings	Gustavio Cortes, Judy Liu	LeTourneau University, Purdue University	2015		Read at www.aisc.org
Tensile Strength of Embedded Anchor Groups: Tests and Strength Models	David Grilli, Amit Kanvinde	University of California, Davis	2015		Read at www.aisc.org
Cyclic Inelastic Behavior of Concrete Filled Sandwich Panel Walls Subjected to In-Plane Flexure composite, beams	Michel Bruneau	University at Buffalo	2014		Read at www.aisc.org
Slip Coefficients for Galvanized Surfaces	Sean Donahue, Todd Helwig, Joseph Yura	The University of Texas at Austin	2014		Read at www.aisc.org
Three-Dimensional Finite Element Simulation of the Seismic Behavior of Multitier Concentrically Braced Frames seismic	C.D. Stoakes, L.A. Fahnestock	University of Iowa, University of Illinois	2014		Read at www.aisc.org
Weld Design for Rectangular HSS Overlapped K- Connections connections, hss	Jeffrey Packer	University of Toronto	2014		Read at www.aisc.org
Hybrid Steel Frames	Finley Charney	Virginia Tech	2013		Read at www.aisc.org
The Effect of Powder Actuated Fasteners on The Seismic Performance of Protected Zones in Steel Moment Frames seismic, connections	Matthew R. Eatherton, Bradley W. Toellner, Charles E. Watkins, Ebrahim Abbas	Virginia Polytechnic Institute and State University	2013	AISC-FRR-2013-02	Read at www.aisc.org
Modeling Reserve System Performance for Low-Ductility Braced Frames seismic	Eric Hines	Tufts University	2012		Read at www.aisc.org
Characterizing Dimensional Variability in HSS Members hss	Christopher M. Foley, Alberto Marquez	Marquette University	2011	AISC-FRR-2011-03	Read at www.aisc.org
Economic and Serviceable Seismic Systems Phase II - All-Bolted Buckling Restrained Braced Frames seismic, connections, columns, stability	Patrick McManus, Jay Puckett	Martin/Martin Inc. and University of Wyoming	2011	3283	Read at www.aisc.org
Towards Systems Behavior Factors for Composite Frames: Experimental and Analytical Studies composite	Jerome Hajjar, Roberto Leon	University of Illinois at Urbana-Champaign and Georgia Tech	2011	3282	Read at www.aisc.org
Performance-Based Plastic Design of Earthquake Resistant Concentrically Braced Steel Frames seismic	Subhash Goel	University of Michigan	2010	3281	Read at www.aisc.org
Tension Capacity of Bolted Single Angle Shear Connection connections	W.M. Kim Roddis	The George Washington University	2010	3267	Read at www.aisc.org
Progressive Collapse Analysis of an Existing Building	Halil Sezen	Ohio State University	2009	3280	Read at www.aisc.org
Seismic Strength of Moment End-Plate Connections with Attached Concrete Slab seismic, connections, composite	Thomas Murray	Virginia Tech	2009	3279	Read at www.aisc.org
Shear Transfer in Exposed Column Base Plates Phase I connections, columns	Amit Kavinde, Gregory Deierlein	University of California, Davis and Stanford University	2009	3278	Read at www.aisc.org
Behavior of Bolted Steel Slip-Critical Connections with Fillers connections	Jerome F. Hajjar	University of Illinois, Urbana-Champaign	2008	3240	Read at www.aisc.org
Development of Long Span Floor Systems for Multi-Story Residential Structures Milek composite	Devin Huber, Amit Varma	Purdue University	2008		Read at www.aisc.org
Slip Critical Bolted Connections - A Reliability Analysis for Design at the Ultimate Limit State connections	Gilbert Grondin, Ming Jin, Georg Josi	University of Alberta	2008	AISC-LRR-2008-03	Read at www.aisc.org
Strength and Ductility of Welded Joints Subjected to Out-of-Plane Bending seismic, connections	Amit Kanvinde, Gilbert Gronde	University of California, Davis and University of Alberta	2008	3237	Read at www.aisc.org
Cyclic Testing of Bolted Flange Plate Steel Moment Connections for Special Moment Frames connections	Chia-Ming Uang	University of California, San Diego	2007	3245	Read at www.aisc.org
Effects of Slab Post-Tensioning on Supporting Steel Beams composite, beams	Kent Harries	University of Pittsburgh	2007	3276	Read at www.aisc.org
Robustness in Structural Steel Framing Systems	Chris Foley	Marquette University	2007	3277	Read at www.aisc.org
Cyclic Behavior of Steel Columns with Combined High Axial Load and Drift Demand columns	Chia-Ming Uang	University of California, San Diego	2006	3245	Read at www.aisc.org
Experimental Results of the AISC Full-Scale Column Blast Test columns	Ruben Martinez	Karagozian & Case	2006	3274	Read at www.aisc.org
Studs Thru Deck Welding, Coated Steel connections, composite	Yoni Adonyi	LeTourneau University	2006	3275	Read at www.aisc.org
Current Knowledge of the Cracking of Steels During Galvanizing	Thomas Kinstler	GalvaScience LLC	2005	3213	Read at www.aisc.org
Design of All-Bolted Extended Double Angle, Single Angle, and Tee Shear Connections connections	Perry Green, Thomas Sputo	University of Florida	2005	3218	Read at www.aisc.org
Failure Analysis of Steel Specimens Subjected to Blast Loads	John Barsom	Barsom Consulting Ltd.	2005	3214	Read at www.aisc.org
Performance-Based Seismic Design of EBF Using Target Drift and Yield Mechanism as Performance Criteria seismic	Subhash Goel	University of Michigan	2005	3213	Read at www.aisc.org
Synthesis of Design, Testing and Analysis Research on Steel Column Base Plate Connections in High-Seismic Zones seismic, connections, columns	Jerome Hajjar, Robert Dexter	University of Minnesota	2005	3273	Read at www.aisc.org
Development of Seismic Guidelines for Deep-Column Steel Moment Connections seismic, connections, columns	James Ricles	Lehigh University	2004	3216	Read at www.aisc.org
Steel Construction Process Study (Tolerances)	David Ruby	Ruby & Associates	2004	3205	Read at www.aisc.org
Development of Testing Protocol for Short Links with Eccentrically Braced Frames seismic	Paul Richards	University of California, San Diego	2003	3186	Read at www.aisc.org
Effect of Loading Angle on the Behavior of Fillet Welds connections	Kam Deng	University of Alberta	2003	3222	Read at www.aisc.org
Effective Throat for Flare Bevel and Flare Groove Welds connections	J.A. Packer, G.S. Frater	University of Toronto	2003	3177	Read at www.aisc.org
Statistical Analysis of Structural Plate Mechanical Properties	Somchat Suwan	University of Texas at Austin	2003	3180	Read at www.aisc.org
Column Stiffener Detailing and Panel Zone Behavior of Steel Moment Frame Connections connections, columns	Daeyong Lee	University of Minnesota	2002	3179	Read at www.aisc.org
Design of Extended Shear Tabs connections	Donald Sherman, Al Ghorbanpoor	University of Wisconsin, Milwaukee	2002	3095	Read at cloud.aisc.org
Effects of Variable Pretension on Bolted Connection Behavior connections	James Swanson	University of Cincinnati	2002	3175	Read at www.aisc.org
Strength of Transverse Fillet Welds Made with Filler Metals without Specified Toughness connections, fatigue	Gilbert Grondin	University of Alberta	2002	3097	Read at www.aisc.org
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	Read at www.aisc.org
Effect of the Straightening Method on the Cyclic Behavior of k Area in Steel Rolled Shapes	Chia-Ming Uang, Brandon Chi	University of California, San Diego	2001	3071	Read at www.aisc.org
Effect of the Straightening Method on the k Area Loading Behavior or Rolled Column Sections columns	E.J. Kaufmann, J.W. Fisher	Lehigh University	2001	3074	Read at www.aisc.org
Experiments on the Impact of Higher Strength Steel on Local Buckling and Overstrength of Links in EBFs columns, stability	Michael Engelhardt	University of Texas at Austin	2001	3204	Read at www.aisc.org
Failure Analysis of a Welded Moment-Resisting Interior Connection connections	John Barsom	Barsom Consulting Ltd.	2001	3099	Read at www.aisc.org
MTR Survey of Plate Material Used in Structural Fabrication fabrication	Roger Brockenbrough	R.L. Brockenbrough & Associates, Inc.	2001	3075	Read at www.aisc.org
Progressive Collapse Resistance of Steel Building Floors composite	Albolhassan Astaneh-Asl	University of California, Berkeley	2001	3101	Read at www.aisc.org
Updating Standard Shape Material Properties Database for Design and Reliability	F.M. Bartlett, R.J. Dexter	University of Western Ontario and University of Minnesota	2001	3062	Read at www.aisc.org
Strength Prediction Method for Shear Studs and Resistance Factor for Composite Beams composite, beams	W. Samuel Easterling, Thomas M. Murray	Virginia Tech	2000	3252	Read at www.aisc.org
Testing and Design of Extended Shear Tabs connections	Donald R. Sherman, Al Ghorbanpoor	University of Wisconsin, Milwaukee	2000	3039	Read at www.aisc.org
Behavior and Modeling of a Reinforced Concrete Slab as Part of a Partially Restrained Composite Beam- Girder Connection connections, composite, beams	W. Samuel Easterling	Virginia Tech	1996	3027	Read at www.aisc.org
Behavior and Modeling of a Single Bolt Lap Plate Connection connections	W. Samuel Easterling	Virginia Tech	1996	3029	Read at www.aisc.org
Behavior and Modeling of a Single Plate Bearing on a Single Bolt connections	W. Samuel Easterling	Virginia Tech	1996	3028	Read at www.aisc.org
Behavior and Modeling of Mild and Reinforcing Steel	W. Samuel Easterling	Virginia Tech	1996	3026	Read at www.aisc.org
Behavior and Modeling of Partially Restrained Composite Beam-Girder Connections connections, composite, beams	W. Samuel Easterling	Virginia Tech	1996	3031	Read at www.aisc.org
Bracing for Stability seismic, columns, stability	Joseph A. Yura, Todd A. Helwig	University of Texas, Austin University of Houston	1995	3305	Read at cloud.aisc.org
Review of Weldability of Proposed Single Grade 50 Steel for Structural Shapes connections	B. A. Graville	Graville Associates Inc.	1995	3045	Read at www.aisc.org
Statistical Analysis of Charpy V-Notch Toughness for Steel Wide Flange Structural Shapes connections, fatigue	Jacques Cattan	American Institute of Steel Construction	1995	3018	Read at www.aisc.org
Stiffened Seated Connections to Column Webs connections, columns	Duane S. Ellifritt	University of Florida	1994	1482	Read at www.aisc.org
Development of Connection Detail for Connecting Steel Beams to Composite Columns connections, composite, columns, beams	Atorod Azizinamini	University of Nebraska-Lincoln	1992	1460	Read at www.aisc.org
Proposed Metric Wide-Flange Shape Series connections	Charles G. Schilling	N/a	1992	3016	Read at www.aisc.org
Energy Dissipating Cladding-to-Frame Connections connections	Julie Mark Cohen	Earthquake Engineering Research Center	1991	1398	Read at www.aisc.org
Steel Beam to Box Column Connections connections, columns, beams	James C. Anderson	University of Southern California	1991	1399	Read at www.aisc.org
The Effect of Burrs on Shear Capacity of Bolted Connections connections	Farrel J. Zwerneman	Oklahoma State University	1991	1392	Read at www.aisc.org
The Effect of Profile and Root Geometry on the Strength of Fillet Welds connections	Brian P. Quinn	Purdue University	1991	1407	Read at www.aisc.org
Analytical and Empirical Models of Axial Force Displacement Behavior of Steel Double Angles	Mario de Stefano, Albolhassan Astaneh-Asl	University of California, Berkeley	1990	1613	Read at www.aisc.org
Behavior of Webs of Rolled Sections Under In-Plane Compressive Loads	Mohamed Elgaaly	University of Maine	1990	1511	Read at www.aisc.org
Design of Single Plate Shear Connections with Snug-Tight Bolts in Short Slotted Holes connections	Albolhassan Astaneh-Asl	University of California, Berkeley	1990	1415	Read at www.aisc.org
Innovative Floor Systems for Steel Framed Buildings composite	Thomas M. Murray	Virginia Tech	1990	1455	Read at www.aisc.org
Lateral Buckling of Short I-Beams Under Cyclic Loading columns, beams, stability	Keith D. Hjelmstad	University of Illinois, Urbana-Champaign	1990	1422	Read at www.aisc.org
The Behavior of Trusses with Eccentric Joints	Carl E. Kurt	University of Kansas	1990	1406	Read at www.aisc.org
Moment Rotation Characteristics of a Simple Steel Base Plate Connection connections	Albolhassan Astaneh-Asl	University of California, Berkeley	1989	1325	Read at www.aisc.org
Optimal Design of Framed Structures Under Multiple Loading Conditions Based on a Stability Criterion columns, stability	Keith D. Hjelmstad	University of Illinois, Urbana-Champaign	1989	1404	Read at www.aisc.org
Single Plate Framing Connection Design connections	Ralph M. Richard	University of Arizona	1989	1655	Read at www.aisc.org
The Effect of Shear Tab Connections on Tubular Column Strength connections, columns, hss	Stephen Michael Herlache	University of Wisconsin, Milwaukee	1989	1420	Read at www.aisc.org
Analytical and Experimental Studies of Double Angle Framing Connections connections	Albolhassan Astaneh-Asl	University of California, Berkeley	1988	1300	Read at www.aisc.org
Design of Moment Connections for Composite Framed Structures connections, composite	James A. Yura, James O. Jirsa, Gregory E. Deierlein	University of Texas, Austin	1988	1278	Read at www.aisc.org
Design of Single Plate Framing Connections connections	Albolhassan Astaneh-Asl	University of California, Berkeley	1988	1293	Read at www.aisc.org
Load and Resistance Factor Design Methodology	Shayne O. Manning	University of Cincinnati	1988	1378	Read at www.aisc.org
Shear Connector Spacing in Composite Members with Formed Steel Deck composite	David C. Klyee	Lehigh University	1988	1290	Read at www.aisc.org
Tests to Determine Adequacy of A490 Bolts in Moment End-Plate Connections connections	Thomas M. Murray	Structural Engineers, Inc.	1988	1334	Read at www.aisc.org
Effect of Stitch Spacing on the Cyclic Behavior of Built-Up Bracing Members seismic	Subhash C. Goel	University of Michigan	1987	1239	Read at www.aisc.org
General Loading of Semi-Rigid Connections connections	Deryl Lee Earsom	Washington University	1987	2091	Read at www.aisc.org
Investigation and Analysis of Welded Framed Beam Connections connections, beams	Ralph M. Richard	University of Arizona	1987	1273	Read at www.aisc.org
Moment Connections Between Steel Beams and Concrete Columns connections, columns, beams	James A. Yura, James O. Jirsa, Tauqir M. Sheikh	University of Texas, Austin	1987	1279	Read at www.aisc.org
Welded-Welded Double Framing Angle Connection Moments connections	Marc C. LeBouton, Ralph M. Richard	University of Arizona	1987	1295	Read at www.aisc.org
Behavior of Tension Butt Joints Using Bolts and Welds in Combination connections	M.D. Bowman	Purdue University	1986	1232	Read at www.aisc.org
Strength and Behavior of Double-Tee Tubular Joints in Tension hss	Joseph A. Yura	University of Texas, Austin	1986	1154	Read at www.aisc.org
The Dectectability and Significance of Buried Lamellar Tears in Welded Tee Joints connections	Robert D. Stout	Lehigh University	1986	1231	Read at www.aisc.org
Analytical and Experimental Investigation of the Extended Stiffened Moment End-Plate Connection with Four Bolts at the Beam Tension Flange connections, beams	Albolhassan Astaneh-Asl Thomas M. Murray	University of Oklahoma	1985	1360	Read at www.aisc.org
Design of Steel Tied Arch Bridges	Dann H. Hall	Bridge Software Development International Ltd.	1985	1171	Read at www.aisc.org
Strength and Stiffness of Semi-Composite Connections connections, composite	Douglas ammerman, Roberto Leon	University of Minnesota	1985	1135	Read at www.aisc.org
Unification of Flush End-Plate Design Procedures	Anant R. Kukreti, Thomas M. Murray	University of Oklahoma	1985	1733	Read at www.aisc.org
A Procedure for the Preliminary Design of Building Structures with Semi-Rigid Beam-Column Connections connections, columns, beams	Pollyana Stier-Kimney	University of South Carolina	1984	1069	Read at www.aisc.org
Continued Research on Mechanical Property Improvements in Electroslag Welding of High Strength, Low Alloy Steel connections	G.H. Reynolds	MNSW, Inc.	1984	1056	Read at www.aisc.org
Determination of Column Fixity at Column Bases columns	Donald D. Cannon, Jr.	University of Tennessee, Knoxville	1984	1106	Read at www.aisc.org
Experimental and Analytical Force Deformation Curves for bolted Double Angle Connections connections	Ralph M. Richard	University of Arizona	1984	1096	Read at www.aisc.org
Finite Element Analysis of Two-Tension Bolt Flush End-Plate Connections connections	Anant R. Kukreti, Thomas M. Murray	University of Oklahoma	1984	1054	Read at www.aisc.org
Gusset Plate Design Utilizing Block-Shear Concepts connections	Reidar Bjorhovde	University of Arizona	1984	1072	Read at www.aisc.org
Steel Beam to Column Connections connections, columns, beams	D. A. Nethercot	University of Sheffield	1984	1084	Read at www.aisc.org
The Analysis and Behavior of Deep Bolted Angle Connections connections	Ralph M. Richard	University of Arizona	1984	1057	Listed at American Institute of Steel Construction (AISC)
A Study of Welded Bracket to Web Connections of Rolled I-Sections with Low Web Slenderness Ratios connections, stability	Bruce E. Hopper	Clarkson College of Technology	1983	1055	Read at www.aisc.org
Column Web and Flange Strength at End-Plate Connections connections, columns	Thomas M. Murray	University of Oklahoma	1983	1247	Read at www.aisc.org
Load and Resistance Factor Design of Steel Structures for Fatigue fatigue	Charles S. Nolan, Pedro Albrecht	University of Maryland	1983	1035	Read at www.aisc.org
Strength and Behavior of Connection Elements connections	Reidar Bjorhovde	University of Arizona	1983	1400	Read at www.aisc.org
Stress, Strain and Force Distributions in Gusset Plate Connections connections	Ralph M. Richard	University of Arizona	1983	1401	Read at www.aisc.org
The Effect of Repair Welds on Service Performance connections	G. Slater	The Welding Institute	1983	1032	Read at www.aisc.org
Design of Single Plate Framing Connections with A307 Bolts connections	Ralph M. Richard	University of Arizona	1982	990	Read at www.aisc.org
Analytical Study of Panel Zone Behavior in Beam-Column Connections connections, columns, beams	Ralph M. Richard, David R. Pettijohn	University of Arizona	1981	1000	Read at www.aisc.org
Examination of Resistance Factor for Load and Resistance Factor Design Criteria	Hasun Jeong	Pennsylvania State University	1981	1045	Read at www.aisc.org
Structural Tests of Large Pin-Connected Links	G.T. Blake	US Steel Research	1981	1033	Read at www.aisc.org
Tests of Bolted Shear Web Connections connections	Bert G. Shelton, Joseph A. Yura	University of Texas, Austin	1981	989	Read at www.aisc.org
Beam Web Connections with Coped Top Flanges connections, beams	Harrison J. Wilson	University of Toronto	1980	3256	Read at www.aisc.org
Post Elastic Analysis of a Web Connection in Direct Tension connections	Subash C. Anand	Clemson University	1980	1122	Read at www.aisc.org
The Behavior and Analysis of Double Row Bolted Shear Web Connections connections	J.M. Ricles, J.A. Yura	University of Texas, Austin	1980	973	Read at www.aisc.org