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P. Tan

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Liu, Y. H. / Lai, Z. F. / Mercan, O. / Tan, P. / Zhou, F. L. (2023): Implementation and verification of real-time hybrid simulation for the dynamic performance assessment of base-isolated structures. In: International Journal of Structural Stability and Dynamics, v. 24, n. 8 (September 2023).

    https://doi.org/10.1142/s0219455424500913

  2. Tan, P. / Tong, L. / Steven, G. P. (1997): A three-dimensional modelling technique for predicting the linear elastic property of opened-packing woven fabric unit cells. In: Composite Structures, v. 38, n. 1-4 ( 1997).

    https://doi.org/10.1016/s0263-8223(97)00061-5

  3. Ma, C. F. / Zhang, Y. H. / Tan, P. / Kennedy, D. / Williams, F. W. / Zhou, F. L. (2013): Non-stationary seismic response analysis of base-isolated buildings with many hysteretic devices. In: Computers & Structures, v. 123 (Juli 2013).

    https://doi.org/10.1016/j.compstruc.2013.04.003

  4. Xu, Z. / Agrawal, A. K. / He, W.-L. / Tan, P. (2007): Performance of passive energy dissipation systems during near-field ground motion type pulses. In: Engineering Structures, v. 29, n. 2 (Februar 2007).

    https://doi.org/10.1016/j.engstruct.2006.04.020

  5. Tan, P. / Fang, C. J. / Chang, C. M. / Spencer, B. F. / Zhou, F. L. (2015): Dynamic characteristics of novel energy dissipation systems with damped outriggers. In: Engineering Structures, v. 98 (September 2015).

    https://doi.org/10.1016/j.engstruct.2015.04.033

  6. Fang, C. J. / Tan, P. / Chang, C. M. / Zhou, F. L. (2015): The general solution for performance evaluation of a tall building with multiple damped and undamped outriggers. In: The Structural Design of Tall and Special Buildings, v. 24, n. 12 (25 August 2015).

    https://doi.org/10.1002/tal.1212

  7. Tan, P. / Agrawal, A. K. / Pan, Y. (2005): Near-field effects on seismically excited highway bridge equipped with nonlinear viscous dampers. In: Bridge Structures, v. 1, n. 3 (September 2005).

    https://doi.org/10.1080/15732480500272718

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