Tom Brown
- Seismic Behavior of 150 MPa (22 ksi) Concrete Flexural Elements. In: ACI Structural Journal, v. 107, n. 3 (May 2010). (2010):
- Plastic Hinge Length Considering Shear Reversal in Reinforced Concrete Elements. In: Journal of Earthquake Engineering, v. 16, n. 2 ( 2012). (2012):
- Hysteretic energy and damping capacity of flexural elements constructed with different concrete strengths. In: Engineering Structures, v. 32, n. 1 (January 2010). (2010):
- 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). (2003):
- Experimental cyclic loading of concentric HSS braces. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 38, n. 1 (January 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 (May 2011). (2011):
- 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). (2010):
- 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). (2009):
- 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). (2012):
- 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 (July 2011). (2011):