Timo K. Tikka
- Equivalent Uniform Moment Diagram Factor for Reinforced Concrete Columns. In: ACI Structural Journal, v. 101, n. 4 (July 2004). (2004):
- (2014): Effective Length of Reinforced Concrete Columns in Braced Frames. In: International Journal of Concrete Structures and Materials, v. 8, n. 2 (May 2014).
- Equivalent uniform moment diagram factor for structural concrete columns. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 36, n. 2 (February 2009). (2009):
- Effective flexural stiffness of slender structural concrete columns. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 35, n. 4 (April 2008). (2008):
- Equivalent Uniform Moment Diagram Factor for Composite Columns in Major Axis Bending. In: Journal of Structural Engineering (ASCE), v. 131, n. 4 (April 2005). (2005):
- Nonlinear Equation for Flexural Stiffness of Slender Composite Columns in Major Axis Bending. In: Journal of Structural Engineering (ASCE), v. 132, n. 3 (March 2006). (2006):
- Nonlinear EI Equation for Slender Composite Columns Bending about the Minor Axis. In: Journal of Structural Engineering (ASCE), v. 132, n. 10 (October 2006). (2006):