William A. Thornton
- On the Need for Stiffeners for and the Effect of Lap Eccentricity on Extended Single-Plate Connections. In: Engineering Journal, v. 48, n. 2 (June 2011). (2011):
- Recommendations for Shear Lag Factors for Longitudinally Welded Tension Members. In: Engineering Journal, v. 49, n. 1 (March 2012). (2012):
- Satisfying Inelastic Rotation Requirements for In-Plane Critical Axis Brace Buckling for High Seismic Design. In: Engineering Journal, v. 49, n. 3 (September 2012). (2012):
- Prying Action for Slip-Critical Connections with Bolt Tension and Shear Interaction. In: Engineering Journal, v. 49, n. 3 (September 2012). (2012):
- Guidance on Shear Rupture, Ductility and Element Capacity in Welded Connections. In: Engineering Journal, v. 56, n. 2 (June 2019). (2019):
- Rationale Behind and Proper Application of the Ductility Factor for Bracing Connections. In: Engineering Journal, v. 41, n. 1 (March 2004). (2004):
- Design for Local Web Shear at Brace Connections: An Adaptation of the Uniform Force Method. In: Engineering Journal, v. 58, n. 4 (December 2021). (2021):
- The Development of a New Design Procedure for Conventional Single-Plate Shear Connections. In: Engineering Journal, v. 48, n. 2 (June 2011). (2011):
- A Technical Note: A Direct Method for Obtaining the Plate Buckling Coefficient for Double Coped Beams. In: Engineering Journal, v. 41, n. 3 (September 2004). (2004):
- Design of Skewed Connections. In: Engineering Journal, v. 38, n. 3 (September 2001). (2001):
- Yield Line Approaches for Design of End Plate Tension Connections for Square and Rectangular HSS Members Using End Plate Tensile Strength. In: Engineering Journal, v. 54, n. 3 (September 2017). (2017):
- The Effect of Eccentricity on Brace-to-gusset Angles. In: Engineering Journal, v. 33, n. 4 (December 1996). (1996):
- A Rational Approach to Design of Tee Shear Connections. In: Engineering Journal, v. 33, n. 1 (March 1996). (1996):
- Strength and Serviceability of Hanger Connections. In: Engineering Journal, v. 29, n. 4 (December 1992). (1992):
- Design of Base Plates for Wide Flange Columns: A Concatenation of Methods. In: Engineering Journal, v. 27, n. 4 (December 1990). (1990):
- Design of Small Base Plates for Wide Flange Columns. In: Engineering Journal, v. 27, n. 3 (September 1990). (1990):
- A Design Aid for Connection Angle Welds Subjected to Combined Shear and Axial Loads. In: Engineering Journal, v. 22, n. 4 (December 1985). (1985):
- Prying Action- A General Treatment. In: Engineering Journal, v. 22, n. 2 (June 1985). (1985):
- Bracing Connections for Heavy Construction. In: Engineering Journal, v. 21, n. 3 (September 1984). (1984):
- Connections: Art, Science, and Information in the Quest for Economy and Safety. In: Engineering Journal, v. 32, n. 4 (December 1995). (1995):
- The Chevron Effect and Analysis of Chevron Beams—A Paradigm Shift. In: Engineering Journal, v. 54, n. 4 (December 2017). (2017):
- The Chevron Effect - Not an Isolated Problem. In: Engineering Journal, v. 52, n. 2 (June 2015). (2015):
- Analysis and Design of Stabilizer Plates in Single-Plate Shear Connections. In: Engineering Journal, v. 53, n. 1 (March 2016). (2016):
- Dynamic Stability Matrix for Planar Beams. In: Journal of the Engineering Mechanics Division (ASCE), v. 100, n. 4 (August 1974). (1974):
- Variable Energy Ratio Method for Structural Design. In: Journal of the Structural Division (ASCE), v. 101, n. 4 (April 1975). (1975):
- Direct Stiffness Formulation for Horizontally Curved Beams. In: Journal of the Structural Division (ASCE), v. 103, n. 1 (January 1977). (1977):
- 3-D finite element modeling of extended single plate shear connections: Predicting the mode of failure. In: International Journal of Steel Structures, v. 17, n. 2 ( 2017). (2017):
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Cost-effective steel building design. In: Progress in Structural Engineering and Materials, v. 2, n. 1 (January 2000).
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