Tom Brown
- (2010): Seismic Behavior of 150 MPa (22 ksi) Concrete Flexural Elements. In: ACI Structural Journal, v. 107, n. 3 (Mai 2010).
- (2012): Plastic Hinge Length Considering Shear Reversal in Reinforced Concrete Elements. In: Journal of Earthquake Engineering, v. 16, n. 2 ( 2012).
- (2010): Hysteretic energy and damping capacity of flexural elements constructed with different concrete strengths. In: Engineering Structures, v. 32, n. 1 (Januar 2010).
- (2003): Behaviour of square hollow structural steel braces with end connections under reversed cyclic axial loading. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 30, n. 4 (August 2003).
- (2011): Experimental cyclic loading of concentric HSS braces. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 38, n. 1 (Januar 2011).
- (2011): Finite element modeling of concentric HSS braces under cyclic loading. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 38, n. 5 (Mai 2011).
- (2010): A fuzzy logic approach to predict seismic ductility and shear strength of reinforced concrete elements. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 37, n. 9 (September 2010).
- (2009): Behaviour of flexural plastic hinges under high seismic shear with consideration of concrete strength. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 36, n. 11 (November 2009).
- (2012): Deformation capacity of ultra-high strength concrete flexural elements subjected to inelastic load reversals. In: The Structural Design of Tall and Special Buildings, v. 21, n. 11 (November 2012).
- (2011): Modelling criteria for r/c elements constructed with ultra-high-strength concrete and subjected to cyclic loading. In: The Structural Design of Tall and Special Buildings, v. 20, n. 3 (Juli 2011).
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