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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. Shi, Xiwang / Li, Tieying / Chen, Yohchia Frank / Chen, Jinyong / Yang, Qingshan (2020): Full-Scale Tests on the Horizontal Hysteretic Behavior of a Single-Span Timber Frame. In: International Journal of Architectural Heritage, v. 14, n. 3 ( 2020).

    https://doi.org/10.1080/15583058.2018.1547799

  2. Yu, Pan / Yang, Qingshan / Li, Tieying / Meng, Xianjie / Shi, Xiwang / Chen, Jinyong (2024): Quantitative contribution assessment of joints and components to the load-carrying capacity of ancient timber frame. In: Structures, v. 59 (January 2024).

    https://doi.org/10.1016/j.istruc.2023.105739

  3. Yu, Pan / Li, Tieying / Yang, Qingshan / Meng, Xianjie / Shi, Xiwang / Chen, Jinyong (2023): Analytical model and rotational performances of dovetail mortise-tenon connection at the column head of traditional wooden frame. In: Structures, v. 57 (November 2023).

    https://doi.org/10.1016/j.istruc.2023.105256

  4. Chen, Jinyong / Li, Tieying / Yang, Qingshan / Niu, Qingfang / Shi, Xiwang / Meng, Xianjie / Wan, Jia / Zhao, Yanxia (2024): Comparative Analysis of the Seismic Performance of a Full-Scale Historical Timber Structure by Numerical Simulation and Mechanical Test. In: International Journal of Architectural Heritage, v. 18, n. 5 (March 2024).

    https://doi.org/10.1080/15583058.2023.2187725

  5. Chen, Jinyong / Chen, Yohchia Frank / Shi, Xiwang / Zhao, Yanxia / Li, Tieying (2017): Hysteresis behavior of traditional timber structures by full-scale tests. In: Advances in Structural Engineering, v. 21, n. 2 (August 2017).

    https://doi.org/10.1177/1369433217717117

  6. Chen, Jinyong / Li, Tieying / Yang, Qingshan / Shi, Xiwang / Zhao, Yanxia (2018): Degradation laws of hysteretic behaviour for historical timber buildings based on pseudo-static tests. In: Engineering Structures, v. 156 (February 2018).

    https://doi.org/10.1016/j.engstruct.2017.11.054

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