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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. Lv, Hao / Chen, Shaolin (2023): Seismic response characteristics of nuclear island structure at generic soil and rock sites. In: Earthquake Engineering and Engineering Vibration, v. 22, n. 3 (May 2023).

    https://doi.org/10.1007/s11803-023-2186-8

  2. Fu, Jia / Chen, Shaolin (2022): Torsion in symmetric buildings due to soil‐structure interaction: A discussion on code values of accidental eccentricity factor in seismic design. In: Earthquake Engineering and Structural Dynamics, v. 51, n. 15 (December 2022).

    https://doi.org/10.1002/eqe.3731

  3. Lv, Hao / Chen, Shaolin (2022): Analysis of nonlinear soil-structure interaction using partitioned method. In: Soil Dynamics and Earthquake Engineering, v. 162 (November 2022).

    https://doi.org/10.1016/j.soildyn.2022.107470

  4. Chen, Shaolin / Lv, Hao / Zhou, Guoliang (2022): Partitioned analysis of soil‐structure interaction for Nuclear Island Buildings. In: Earthquake Engineering and Structural Dynamics, v. 51, n. 10 (August 2022).

    https://doi.org/10.1002/eqe.3661

  5. Chen, Baokui / Wang, Dongsheng / Chen, Shaolin / Hu, Sicong (2021): Influence of site factors on offshore ground motions: Observed Results and Numerical Simulation. In: Soil Dynamics and Earthquake Engineering, v. 145 (June 2021).

    https://doi.org/10.1016/j.soildyn.2021.106729

  6. Chen, Weiyun / Wang, Zhicheng / Chen, Shaolin / Ma, Jianjun / Liang, Yu (2020): Frequency response analysis of concrete seawall including soil-structure-seawater interaction. In: Soil Dynamics and Earthquake Engineering, v. 139 (December 2020).

    https://doi.org/10.1016/j.soildyn.2020.106392

  7. Lu, Xilin / Chen, Shaolin (2008): Nonlinear finite element analysis of high-strength concrete columns and experimental verification. In: Earthquake Engineering and Engineering Vibration, v. 7, n. 1 (March 2008).

    https://doi.org/10.1007/s11803-008-0771-5

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