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Hsiang-Chuan Tsai

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Tsai, Hsiang-Chuan / Wu, Ming-Kuen (1997): Analysis of a cantilever bouncing against a stop according to Timoshenko beam theory. Dans: Structural Engineering and Mechanics, v. 5, n. 3 (mai 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. Dans: Journal of Engineering Mechanics (ASCE), v. 133, n. 9 (septembre 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. Dans: Journal of Engineering Mechanics (ASCE), v. 128, n. 11 (novembre 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. Dans: Journal of Engineering Mechanics (ASCE), v. 128, n. 4 (avril 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. Dans: Computers & Structures, v. 58, n. 5 (mars 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. Dans: Computers & Structures, v. 66, n. 5 (mars 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. Dans: Computers & Structures, v. 80, n. 2 (janvier 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. Dans: Earthquake Engineering and Structural Dynamics, v. 13, n. 6 (novembre 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. Dans: Earthquake Engineering and Structural Dynamics, v. 16, n. 1 (janvier 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. Dans: Earthquake Engineering and Structural Dynamics, v. 18, n. 4 (mai 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. Dans: Earthquake Engineering and Structural Dynamics, v. 18, n. 8 (novembre 1989).

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

  12. Tsai, Hsiang-Chuan / Kelly, James M. (1993): Seismic response of heavily damped base isolation systems. Dans: Earthquake Engineering and Structural Dynamics, v. 22, n. 7 (juillet 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. Dans: Earthquake Engineering and Structural Dynamics, v. 22, n. 11 (novembre 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. Dans: Earthquake Engineering and Structural Dynamics, v. 22, n. 11 (novembre 1993).

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

  15. Tsai, Hsiang-Chuan (1997): Dynamic Analysis Of Base-isolated Shear Beams Bumping Against Stops. Dans: Earthquake Engineering and Structural Dynamics, v. 26, n. 5 (mai 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. Dans: Engineering Structures, v. 25, n. 11 (septembre 2003).

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

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