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Hsiang-Chuan 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. Tsai, Hsiang-Chuan / Wu, Ming-Kuen (1997): Analysis of a cantilever bouncing against a stop according to Timoshenko beam theory. In: Structural Engineering and Mechanics, v. 5, n. 3 (May 1997).

    https://doi.org/10.12989/sem.1997.5.3.297

  2. Tsai, Hsiang-Chuan (2007): Tilting Analysis of Rectangular Elastic Layers Bonded between Rigid Plates. In: Journal of Engineering Mechanics (ASCE), v. 133, n. 9 (September 2007).

    https://doi.org/10.1061/(asce)0733-9399(2007)133:9(1030)

  3. Tsai, Hsiang-Chuan / Kelly, James M. (2002): Bending Stiffness of Fiber-Reinforced Circular Seismic Isolators. In: Journal of Engineering Mechanics (ASCE), v. 128, n. 11 (November 2002).

    https://doi.org/10.1061/(asce)0733-9399(2002)128:11(1150)

  4. Tsai, Hsiang-Chuan / Kelly, James M. (2002): Stiffness Analysis of Fiber-Reinforced Rectangular Seismic Isolators. In: Journal of Engineering Mechanics (ASCE), v. 128, n. 4 (April 2002).

    https://doi.org/10.1061/(asce)0733-9399(2002)128:4(462)

  5. Tsai, Hsiang-Chuan / Wu, Ming-Kuen (1996): Methods to compute dynamic response of a cantilever with a stop to limit motion. In: Computers & Structures, v. 58, n. 5 (March 1996).

    https://doi.org/10.1016/0045-7949(95)00174-f

  6. Tsai, Hsiang-Chuan (1998): Modal superposition method for dynamic analysis of structures excited by prescribed support displacements. In: Computers & Structures, v. 66, n. 5 (March 1998).

    https://doi.org/10.1016/s0045-7949(97)00108-9

  7. Tsai, Hsiang-Chuan / Lee, Tian-Cherng (2002): Dynamic analysis of linear and bilinear oscillators with rate-independent damping. In: Computers & Structures, v. 80, n. 2 (January 2002).

    https://doi.org/10.1016/s0045-7949(01)00169-9

  8. Kelly, James M. / Tsai, Hsiang-Chuan (1985): Seismic response of light internal equipment in base-isolated structures. In: Earthquake Engineering and Structural Dynamics, v. 13, n. 6 (November 1985).

    https://doi.org/10.1002/eqe.4290130603

  9. Tsai, Hsiang-Chuan / Kelly, James M. (1988): Non-classical damping in dynamic analysis of base-isolated structures with internal equipment. In: Earthquake Engineering and Structural Dynamics, v. 16, n. 1 (January 1988).

    https://doi.org/10.1002/eqe.4290160104

  10. Tsai, Hsiang-Chuan / Kelly, James M. (1989): Seismic response of the superstructure and attached equipment in a base-isolated building. In: Earthquake Engineering and Structural Dynamics, v. 18, n. 4 (May 1989).

    https://doi.org/10.1002/eqe.4290180409

  11. Tsai, Hsiang-Chuan / Kelly, James M. (1989): Dynamic parameter identification for non-linear isolation systems in response spectrum analysis. In: Earthquake Engineering and Structural Dynamics, v. 18, n. 8 (November 1989).

    https://doi.org/10.1002/eqe.4290180804

  12. Tsai, Hsiang-Chuan / Kelly, James M. (1993): Seismic response of heavily damped base isolation systems. In: Earthquake Engineering and Structural Dynamics, v. 22, n. 7 (July 1993).

    https://doi.org/10.1002/eqe.4290220707

  13. Tsai, Hsiang-Chuan (1993): Green's function of support-excited structures with tuned-mass dampers derived by A perturbation method. In: Earthquake Engineering and Structural Dynamics, v. 22, n. 11 (November 1993).

    https://doi.org/10.1002/eqe.4290221105

  14. Tsai, Hsiang-Chuan / Lin, Guan-Cheng (1993): Optimum tuned-mass dampers for minimizing steady-state response of support-excited and damped systems. In: Earthquake Engineering and Structural Dynamics, v. 22, n. 11 (November 1993).

    https://doi.org/10.1002/eqe.4290221104

  15. Tsai, Hsiang-Chuan (1997): Dynamic Analysis Of Base-isolated Shear Beams Bumping Against Stops. In: Earthquake Engineering and Structural Dynamics, v. 26, n. 5 (May 1997).

    https://doi.org/10.1002/(sici)1096-9845(199705)26:5<515::aid-eqe654>3.0.co;2-c

  16. Tsai, Hsiang-Chuan / Pai, Wei-Jen (2003): Simplified stiffness formulae for elastic layers bonded between rigid plates. In: Engineering Structures, v. 25, n. 11 (September 2003).

    https://doi.org/10.1016/s0141-0296(03)00044-0

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