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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. Popov, Egor P. / Tsai, K. C. (1989): Performance of Large Seismic Steel Moment Connections Under Cyclic Loads. In: Engineering Journal, v. 26, n. 2 (June 1989).

    https://doi.org/10.62913/engj.v26i2.518

  2. Tsai, K. C. / Yang, Y. F. / Lin, J. L. (1993): Seismic eccentrically braced frames. In: The Structural Design of Tall Buildings, v. 2, n. 1 ( 1993).

    https://doi.org/10.1002/tal.4320020105

  3. Tsai, C. S. / Tsai, K. C. (1995): TPEA Device as Seismic Damper for High-Rise Buildings. In: Journal of Engineering Mechanics (ASCE), v. 121, n. 10 (October 1995).

    https://doi.org/10.1061/(asce)0733-9399(1995)121:10(1075)

  4. Tsai, K. C. / Wu, Shiun / Popov, E. P. (1995): Cyclic performance of steel beam-column moment joints. In: Engineering Structures, v. 17, n. 8 (September 1995).

    https://doi.org/10.1016/0141-0296(95)00009-v

  5. Tsai, K. C. / Wu, Shun / Popov, Egor P. (1995): Experimental Performance of Seismic Steel Beam-Column Moment Joints. In: Journal of Structural Engineering (ASCE), v. 121, n. 6 (June 1995).

    https://doi.org/10.1061/(asce)0733-9445(1995)121:6(925)

  6. Huang, C. S. / Yeh, Y.-K. / Liu, G.-Y. / Hu, H.-T. / Tsai, K. C. / Weng, Y. T. / Wang, S. H. / Wu, M.-H. (2002): Axial Load Behavior of Stiffened Concrete-Filled Steel Columns. In: Journal of Structural Engineering (ASCE), v. 128, n. 9 (September 2002).

    https://doi.org/10.1061/(asce)0733-9445(2002)128:9(1222)

  7. Qi, X. / Chang, K. L. / Tsai, K. C. (1997): Seismic Design of Eccentrically Braced Space Frame. In: Journal of Structural Engineering (ASCE), v. 123, n. 8 (August 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:8(977)

  8. Vian, Darren / Bruneau, Michel / Tsai, K. C. / Lin, Y.-C. (2009): Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. I: Experimental Investigation. In: Journal of Structural Engineering (ASCE), v. 135, n. 3 (March 2009).

    https://doi.org/10.1061/(asce)0733-9445(2009)135:3(211)

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