James S. Davidson
- Web Stress Development Mechanism Critical for the Fatigue Limit State in Horizontally Curved Steel Bridges. In: International Journal of Steel Structures, v. 23, n. 2 (November 2022). (2022):
- Theory for composite sandwich structures with unsymmetrical wythes and transverse interaction. In: Engineering Structures, v. 116 (June 2016). (2016):
- Ultimate strength of horizontally curved steel I-girders with equal end moments. In: Engineering Structures, v. 153 (December 2017). (2017):
- Screening Tool to Assess Adequacy of Bridge Timber Pile Bents during Extreme Scour Events. In: Practice Periodical on Structural Design and Construction, v. 19, n. 3 (August 2014). (2014):
- Yield Interaction Equations for Nominal Bending Strength of Curved I-Girders. In: Journal of Bridge Engineering (ASCE), v. 2, n. 2 (May 1997). (1997):
- Theoretical Evaluation of Flange Local Buckling for Horizontally Curved I-Girders. In: Journal of Bridge Engineering (ASCE), v. 14, n. 6 (November 2009). (2009):
- Resistance of Membrane Retrofit Concrete Masonry Walls to Lateral Pressure. In: Journal of Performance of Constructed Facilities (ASCE), v. 22, n. 3 (June 2008). (2008):
- Response of Bonded Membrane Retrofit Concrete Masonry Walls to Dynamic Pressure. In: Journal of Performance of Constructed Facilities (ASCE), v. 23, n. 2 (April 2009). (2009):
- Resistance of Concrete Masonry Walls with Membrane Catcher Systems Subjected to Blast Loading. In: International Journal of Protective Structures, v. 2, n. 1 (March 2011). (2011):
- Response Prediction of Foam-Insulated Concrete Sandwich Panels Subjected to Blast Loads Using Bilinear Weighted-Resistance SDOF Models. In: International Journal of Protective Structures, v. 3, n. 4 (December 2012). (2012):