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K. C. Tsai

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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