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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. Hao, H. / Song, X. Y. / Xin, P. (2020): Study on the adsorption and purification performance of runner with different staged regeneration modes. In: IOP Conference Series: Materials Science and Engineering, v. 789 (June 2020).

    https://doi.org/10.1088/1757-899X/789/1/012025

  2. Hao, H. / Zhang, Y. D. / Xin, P. (2020): Study on regional applicability of dehumidification air conditioning system with different stage regeneration modes. In: IOP Conference Series: Materials Science and Engineering, v. 789 (June 2020).

    https://doi.org/10.1088/1757-899X/789/1/012026

  3. Bao, C. / Hao, H. / Li, Z. (2013): A study of variability and applicability of various signal processing techniques in structural system identification. In: Australian Journal of Structural Engineering, v. 14, n. 1 ( 2013).

    https://doi.org/10.7158/s12-048.2013.14.1

  4. Hao, H. / Duan, X. N. (1995): Seismic Response of Asymmetric Structures to Multiple Ground Motions. In: Journal of Structural Engineering (ASCE), v. 121, n. 11 (November 1995).

    https://doi.org/10.1061/(asce)0733-9445(1995)121:11(1557)

  5. Chouw, N. / Hao, H. (2008): Significance of SSI and nonuniform near-fault ground motions in bridge response I: Effect on response with conventional expansion joint. In: Engineering Structures, v. 30, n. 1 (January 2008).

    https://doi.org/10.1016/j.engstruct.2007.03.002

  6. Chouw, N. / Hao, H. (2008): Significance of SSI and non-uniform near-fault ground motions in bridge response II: Effect on response with modular expansion joint. In: Engineering Structures, v. 30, n. 1 (January 2008).

    https://doi.org/10.1016/j.engstruct.2007.02.020

  7. Li, J. / Hao, H. (2011): Two-Step Numerical Method for Efficient Analysis of Structural Response to Blast Load. In: International Journal of Protective Structures, v. 2, n. 1 (March 2011).

    https://doi.org/10.1260/2041-4196.2.1.103

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