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W. C. Su

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

  1. Su, W. C. / Huang, C. S. / Chen, C. H. / Liu, C. Y. / Huang, H. C. / Le, Q. T. (2014): Identifying the Modal Parameters of a Structure from Ambient Vibration Data via the Stationary Wavelet Packet. In: Computer-Aided Civil and Infrastructure Engineering, v. 29, n. 10 (Oktober 2014).

    https://doi.org/10.1111/mice.12115

  2. Su, W. C. / Liu, C. Y. / Huang, C. S. (2013): Identification of Instantaneous Modal Parameter of Time-Varying Systems via a Wavelet-Based Approach and Its Application. In: Computer-Aided Civil and Infrastructure Engineering, v. 29, n. 4 (August 2013).

    https://doi.org/10.1111/mice.12037

  3. Huang, C. S. / Le, Q. T. / Su, W. C. / Chen, C. H. (2020): Wavelet‐based approach of time series model for modal identification of a bridge with incomplete input. In: Computer-Aided Civil and Infrastructure Engineering, v. 35, n. 9 (Februar 2020).

    https://doi.org/10.1111/mice.12539

  4. Huang, C. S. / Hung, S. L. / Lin, C. I. / Su, W. C. (2005): A Wavelet-Based Approach to Identifying Structural Modal Parameters from Seismic Response and Free Vibration Data. In: Computer-Aided Civil and Infrastructure Engineering, v. 20, n. 6 (November 2005).

    https://doi.org/10.1111/j.1467-8667.2005.00406.x

  5. Huang, C. S. / Hung, S. L. / Su, W. C. / Wu, C. L. (2009): Identification of Time-Variant Modal Parameters Using Time-Varying Autoregressive with Exogenous Input and Low-Order Polynomial Function. In: Computer-Aided Civil and Infrastructure Engineering, v. 24, n. 7 (Oktober 2009).

    https://doi.org/10.1111/j.1467-8667.2009.00605.x

  6. Su, W. C. / Huang, C. S. / Hung, S. L. / Chen, L. J. / Lin, W. J. (2012): Locating damaged storeys in a shear building based on its sub-structural natural frequencies. In: Engineering Structures, v. 39 (Juni 2012).

    https://doi.org/10.1016/j.engstruct.2012.02.002

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