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Timo K. Tikka

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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