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