| Seismic Design Coefficients for SpeedCore or Composite Plate Shear Walls - Concrete Filled (C-PSW/CF) |
Shubham Agrawal,
Morgen Broberg,
Amit H. Varma
|
Purdue University |
2020 |
-- |
| Structural Fire Engineering and Design of Filled Composite Plate Shear Walls (SpeedCore) |
Ataollah Taghipour Anvari, Saahastaranshu Bhardwaj, Preshit Wazalwa, Amit Varma |
Purdue University |
2020 |
-- |
| * Development of Long Span Floor Systems for Multi-Story Residential Structures |
Devin Huber and Amit Varma |
Purdue University |
2008 |
-- |
| Examination of Resistance Factor for Load and Resistance Factor Design Criteria |
Hasun Jeong |
Pennsylvania State University |
1981 |
1045 |
| The Effect of Burrs on Shear Capacity of Bolted Connections |
Farrel J. Zwerneman |
Oklahoma State University |
1991 |
1392 |
| Understanding the Behavior of Steel Connections with Bolts and Welds in Combination |
Mohamed Soliman, Bruce Russell, Christopher Waite, Ligang Shen, Ethan Stringer |
Oklahoma State University |
2021 |
-- |
| Progressive Collapse Analysis of an Existing Building |
Halil Sezen |
Ohio State University |
2009 |
3280 |
| Thermal Break Strategies for Cladding Systems in Building Structures |
Jerome F. Hajjar |
Northeastern University |
2017 |
-- |
| 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 |
-- |
| Proposed Metric Wide-Flange Shape Series |
Charles G. Schilling |
N/a |
1992 |
3016 |
| Continued Research on Mechanical Property Improvements in Electroslag Welding of High Strength, Low Alloy Steel |
G.H. Reynolds |
MNSW, Inc. |
1984 |
1056 |
| Economic and Serviceable Seismic Systems Phase II - All-Bolted Buckling Restrained Braced Frames |
Patrick McManus and
Jay Puckett |
Martin/Martin Inc. and University of Wyoming |
2011 |
3283 |
| Robustness in Structural Steel Framing Systems |
Chris Foley |
Marquette University |
2007 |
3277 |
| Framing Strategies for Robustness in Steel Buildings |
Gustavio Cortes, Judy Liu |
LeTourneau University, Purdue University |
2015 |
-- |
| Studs Thru Deck Welding, Coated Steel |
Yoni Adonyi |
LeTourneau University |
2006 |
3275 |
| Development of Seismic Guidelines for Deep-Column Steel Moment Connections |
James Ricles |
Lehigh University |
2004 |
3216 |
| Effect of the Straightening Method on the k Area Loading Behavior or Rolled Column Sections |
E.J. Kaufmann and
J.W. Fisher |
Lehigh University |
2001 |
3074 |
| 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 |
| Shear Connector Spacing in Composite Members with Formed Steel Deck |
David C. Klyee |
Lehigh University |
1988 |
1290 |
| The Dectectability and Significance of Buried Lamellar Tears in Welded Tee Joints |
Robert D. Stout |
Lehigh University |
1986 |
1231 |
| Analysis and Design of Eccentric Stiffeners Part of Moment Connections to Column Flanges |
Keith J. Kowalkowski and Javier Alvarez Rodilla |
Lawrence Tech |
2019 |
-- |
| Experimental Results of the AISC Full-Scale Column Blast Test |
Ruben Martinez |
Karagozian & Case |
2006 |
3274 |
| Review of Weldability of Proposed Single Grade 50 Steel for Structural Shapes |
B. A. Graville |
Graville Associates Inc. |
1995 |
3045 |
| Current Knowledge of the Cracking of Steels During Galvanizing |
Thomas Kinstler |
GalvaScience LLC |
2005 |
3213 |
| Energy Dissipating Cladding-to-Frame Connections |
Julie Mark Cohen |
Earthquake Engineering Research Center |
1991 |
1398 |
| Post Elastic Analysis of a Web Connection in Direct Tension |
Subash C. Anand |
Clemson University |
1980 |
1122 |
| 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 |
| * Damage Resistant Design Methodology for Multi-Hazard Resilient Buildings |
Michael Pollino, Derek Slovenec, Laura Rendos, Gwen Evans |
Case Western Reserve University |
2019 |
-- |
| Design of Steel Tied Arch Bridges |
Dann H. Hall |
Bridge Software Development International Ltd. |
1985 |
1171 |
| Failure Analysis of Steel Specimens Subjected to Blast Loads |
John Barsom |
Barsom Consulting Ltd. |
2005 |
3214 |
| Failure Analysis of a Welded Moment-Resisting Interior Connection |
John Barsom |
Barsom Consulting Ltd. |
2001 |
3099 |
| Fillet and PJP Welds |
Bo Dowswell, Clayton Cox, Mohamed S. Gallow, and Fouad H. Fouad |
ARC International, LLC |
2021 |
-- |
| Statistical Analysis of Charpy V-Notch Toughness for Steel Wide Flange Structural Shapes |
Jacques Cattan |
American Institute of Steel Construction |
1995 |
3018 |
| 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 |
-- |
| Structural Adhesives Workshop |
Devin Huber and Chris Garrell |
AISC |
2019 |
-- |
| SpeedCore Summit |
Devin Huber and Jennifer Traut-Todaro |
AISC |
2019 |
-- |
