* Development of Long Span Floor Systems for Multi-Story Residential Structures |
Devin Huber and Amit Varma |
Purdue University |
2008 |
-- |
General Loading of Semi-Rigid Connections |
Deryl Lee Earsom |
Washington University |
1987 |
2091 |
Steel Construction Process Study (Tolerances) |
David Ruby |
Ruby & Associates |
2004 |
3205 |
Tensile Strength of Embedded Anchor Groups: Tests and Strength Models |
David Grilli, Amit Kanvinde |
University of California, Davis |
2015 |
-- |
Shear Connector Spacing in Composite Members with Formed Steel Deck |
David C. Klyee |
Lehigh University |
1988 |
1290 |
Design of Steel Tied Arch Bridges |
Dann H. Hall |
Bridge Software Development International Ltd. |
1985 |
1171 |
Column Stiffener Detailing and Panel Zone Behavior of Steel Moment Frame Connections |
Daeyong Lee |
University of Minnesota |
2002 |
3179 |
Steel Beam to Column Connections |
D. A. Nethercot |
University of Sheffield |
1984 |
1084 |
Robustness in Structural Steel Framing Systems |
Chris Foley |
Marquette University |
2007 |
3277 |
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 |
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 |
Experimental Verification of a Procedure for SMF Continuity Plate Weld Design |
Chia-Ming Uang |
University of California, San Diego |
2017 |
-- |
Load and Resistance Factor Design of Steel Structures for Fatigue |
Charles S. Nolan and
Pedro Albrecht |
University of Maryland |
1983 |
1035 |
Proposed Metric Wide-Flange Shape Series |
Charles G. Schilling |
N/a |
1992 |
3016 |
The Behavior of Trusses with Eccentric Joints |
Carl E. Kurt |
University of Kansas |
1990 |
1406 |
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 |
-- |
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 |
The Effect of Profile and Root Geometry on the Strength of Fillet Welds |
Brian P. Quinn |
Purdue University |
1991 |
1407 |
Fillet and PJP Welds |
Bo Dowswell, Clayton Cox, Mohamed S. Gallow, and Fouad H. Fouad |
ARC International, LLC |
2021 |
-- |
Tests of Bolted Shear Web Connections |
Bert G. Shelton and
Joseph A. Yura |
University of Texas, Austin |
1981 |
989 |
Ad Hoc Task Group Report on High Strength Steel |
Ben Schafer |
AISC Committee on Specifications Task Group on High Strength Steel |
2019 |
-- |
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 |
-- |
Design Development for Steel Strongback Braced Frames to Mitigate Concentrations of Damage |
Barbara Simpson |
University of California, Berkeley |
2018 |
-- |
Review of Weldability of Proposed Single Grade 50 Steel for Structural Shapes |
B. A. Graville |
Graville Associates Inc. |
1995 |
3045 |
Development of Connection Detail for Connecting Steel Beams to Composite Columns |
Atorod Azizinamini |
University of Nebraska-Lincoln |
1992 |
1460 |
Structural Fire Engineering and Design of Filled Composite Plate Shear Walls (SpeedCore) |
Ataollah Taghipour Anvari, Saahastaranshu Bhardwaj, Preshit Wazalwa, Amit Varma |
Purdue University |
2020 |
-- |
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 |
Shear Transfer in Exposed Column Base Plates Phase I |
Amit Kavinde and
Gregory Deierlein |
University of California, Davis and Stanford University |
2009 |
3278 |
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 |
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 |
Progressive Collapse Resistance of Steel Building Floors |
Albolhassan Astaneh-Asl |
University of California, Berkeley |
2001 |
3101 |
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 |