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