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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Tikka, Timo K. / Mirza, S. Ali (2004): Equivalent Uniform Moment Diagram Factor for Reinforced Concrete Columns. In: ACI Structural Journal, v. 101, n. 4 (July 2004).

    https://doi.org/10.14359/13338

  2. Tikka, Timo K. / Mirza, S. Ali (2014): Effective Length of Reinforced Concrete Columns in Braced Frames. In: International Journal of Concrete Structures and Materials, v. 8, n. 2 (May 2014).

    https://doi.org/10.1007/s40069-014-0070-7

  3. Tikka, Timo K. / Mirza, S. Ali (2009): 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).

    https://doi.org/10.1139/l08-105

  4. Tikka, Timo K. / Mirza, S. Ali (2008): 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).

    https://doi.org/10.1139/l07-113

  5. Tikka, Timo K. / Mirza, S. Ali (2005): Equivalent Uniform Moment Diagram Factor for Composite Columns in Major Axis Bending. In: Journal of Structural Engineering (ASCE), v. 131, n. 4 (April 2005).

    https://doi.org/10.1061/(asce)0733-9445(2005)131:4(569)

  6. Tikka, Timo K. / Mirza, S. Ali (2006): 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).

    https://doi.org/10.1061/(asce)0733-9445(2006)132:3(387)

  7. Tikka, Timo K. / Mirza, S. Ali (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).

    https://doi.org/10.1061/(asce)0733-9445(2006)132:10(1590)

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