Larry S. Muir
- (2012): Prying Action for Slip-Critical Connections with Bolt Tension and Shear Interaction. In: Engineering Journal, v. 49, n. 3 (September 2012).
- (2016): Establishing and Developing the Weak-Axis Strength of Plates Subjected to Applied Loads. In: Engineering Journal, v. 53, n. 3 (September 2016).
- (2019): Guidance on Shear Rupture, Ductility and Element Capacity in Welded Connections. In: Engineering Journal, v. 56, n. 2 (Juni 2019).
- (2011): The Development of a New Design Procedure for Conventional Single-Plate Shear Connections. In: Engineering Journal, v. 48, n. 2 (Juni 2011).
- (2008): Designing Compact Gussets with the Uniform Force Method. In: Engineering Journal, v. 45, n. 1 (März 2008).
- (2007): Designing for Ductile Performance of Bolted Seismic Connections to Axially Loaded Members. In: Engineering Journal, v. 44, n. 1 (März 2007).
- (2009): Design of Unstiffened Extended Single-Plate Shear Connections. In: Engineering Journal, v. 46, n. 2 (Juni 2009).
- (2004): 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).
- (2006): Accommodating versus Predicting the Behavior of Steel Structures. Vorgetragen bei: Structures Congress 2006, May 18-21, 2006, St. Louis, Missouri, United States.
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