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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. Lin, Yu-Yuan / Miranda, Eduardo (2004): Non-iterative Capacity Spectrum Method Based On Equivalent Linearization For Estimating Inelastic Deformation Demands Of Buildings. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 773 (October 2004).

    https://doi.org/10.2208/jscej.2004.773_1

  2. Lin, Yu-Yuan / Miranda, Eduardo (2010): Estimation of Maximum Roof Displacement Demands in Regular Multistory Buildings. In: Journal of Engineering Mechanics (ASCE), v. 136, n. 1 (January 2010).

    https://doi.org/10.1061/(asce)0733-9399(2010)136:1(1)

  3. Lin, Yu-Yuan / Lin, Yu-Shan (2009): Non-Iterative Equivalent Linearization Based on Secant Period for Estimating Maximum Deformations of Existing Structures. In: Journal of Earthquake Engineering, v. 13, n. 2 ( 2009).

    https://doi.org/10.1080/13632460802347414

  4. Lin, Yu-Yuan / Chang, Kuo-Chun (2003): An improved capacity spectrum method for ATC-40. In: Earthquake Engineering and Structural Dynamics, v. 32, n. 13 (10 November 2003).

    https://doi.org/10.1002/eqe.312

  5. Lin, Yu-Yuan / Chang, Kuo-Chun / Wang, Yuan-Li (2004): Comparison of displacement coefficient method and capacity spectrum method with experimental results of RC columns. In: Earthquake Engineering and Structural Dynamics, v. 33, n. 1 (January 2004).

    https://doi.org/10.1002/eqe.336

  6. Lin, Yu-Yuan / Chuang, Tsai-Fu / Chang, Kuo-Chung (2004): A mathematical basis for the convergence of the capacity spectrum method. In: Earthquake Engineering and Structural Dynamics, v. 33, n. 9 (25 July 2004).

    https://doi.org/10.1002/eqe.387

  7. Lin, Yu-Yuan / Miranda, Eduardo / Chang, Kuo-Chun (2005): Evaluation of damping reduction factors for estimating elastic response of structures with high damping. In: Earthquake Engineering and Structural Dynamics, v. 34, n. 11 (September 2005).

    https://doi.org/10.1002/eqe.499

  8. Lin, Yu-Yuan / Miranda, Eduardo (2009): Evaluation of equivalent linear methods for estimating target displacements of existing structures. In: Engineering Structures, v. 31, n. 12 (December 2009).

    https://doi.org/10.1016/j.engstruct.2009.08.009

  9. Lin, Yu-Yuan (2007): Statistical study on damping modification factors adopted in Taiwan's seismic isolation design code by using the 21 September 1999 Chi-Chi earthquake, Taiwan. In: Engineering Structures, v. 29, n. 5 (May 2007).

    https://doi.org/10.1016/j.engstruct.2006.06.006

  10. Lin, Yu-Yuan / Chang, Kuo-Chun / Chen, Chang-Yu (2008): Direct displacement-based design for seismic retrofit of existing buildings using nonlinear viscous dampers. In: Bulletin of Earthquake Engineering, v. 6, n. 3 (June 2008).

    https://doi.org/10.1007/s10518-008-9062-9

  11. Lin, Yu-Yuan / Miranda, Eduardo (2007): Kinematic soil-structure interaction effects on maximum inelastic displacement demands of SDOF systems. In: Bulletin of Earthquake Engineering, v. 6, n. 2 (September 2007).

    https://doi.org/10.1007/s10518-007-9049-y

  12. Chang, Kuo-Chun / Lin, Yu-Yuan (2004): Seismic Response of Full-Scale Structure with Added Viscoelastic Dampers. In: Journal of Structural Engineering (ASCE), v. 130, n. 4 (April 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:4(600)

  13. Chang, Kuo-Chun / Lin, Yu-Yuan / Chen, Chang-Yu (2008): Shaking Table Study on Displacement-Based Design for Seismic Retrofit of Existing Buildings Using Nonlinear Viscous Dampers. In: Journal of Structural Engineering (ASCE), v. 134, n. 4 (April 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:4(671)

  14. Lin, Yu-Yuan / Miranda, Eduardo (2008): Noniterative Equivalent Linear Method for Evaluation of Existing Structures. In: Journal of Structural Engineering (ASCE), v. 134, n. 11 (November 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:11(1685)

  15. Lin, Yu-Yuan / Chang, Kuo-Chung (2004): Effects of Site Classes on Damping Reduction Factors. In: Journal of Structural Engineering (ASCE), v. 130, n. 11 (November 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:11(1667)

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