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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. Bao, Chao / Han, Mengfan / Bai, Pengcheng / Fan, Qi / Wang, Weiqiang / Ma, Xiaotong / Lv, Jianning / Lim, Kar Sing (2025): A novel horizontal universal viscous damping amplification device and seismic response analysis. In: Soil Dynamics and Earthquake Engineering, v. 188 (January 2025).

    https://doi.org/10.1016/j.soildyn.2024.109062

  2. Cao, Jixing / Du, Jiandong / Fan, Qi / Ma, Xiaotong / Bao, Chao / Liu, Yingyang (2024): Enhancement of mechanical characteristics and novel damage assessment for timber post and beam structures with K-braces. In: Journal of Building Engineering, v. 95 (October 2024).

    https://doi.org/10.1016/j.jobe.2024.110300

  3. Ma, Yan / Yang, Jun / Ma, Xiaotong (2024): Response Modification Factor of High-Strength Steel Frames with D-Eccentric Brace Using the IDA Method. In: Buildings, v. 14, n. 6 (19 June 2024).

    https://doi.org/10.3390/buildings14061619

  4. Xu, Fangze / Bao, Chao / Ma, Xiaotong / Zhang, Youqi / Lim, Kar Sing / Zhang, Yuhang / Wang, Huxiang / Hu, Jun (2022): Shaking table test on seismic response of a planar irregular structure with differential settlements of foundation. In: Structures, v. 46 (December 2022).

    https://doi.org/10.1016/j.istruc.2022.10.090

  5. Bao, Chao / Ma, Xiaotong / Lim, Kar Sing / Chen, Gang / Xu, Fangze / Tan, Fubo / Abd Hamid, Nor Hayati (2021): Seismic fragility analysis of steel moment-resisting frame structure with differential settlement. In: Soil Dynamics and Earthquake Engineering, v. 141 (February 2021).

    https://doi.org/10.1016/j.soildyn.2020.106526

  6. Ma, Xiaotong / Wang, Xiuli / Bao, Chao / Lu, Hua / Yang, Wenwei (2019): Dynamic Response Analysis and Model Test Research on K6 Single-Layer Spherical Reticulated Shells Subjected to Impact Load. In: International Journal of Steel Structures, v. 19, n. 5 ( 2019).

    https://doi.org/10.1007/s13296-019-00221-7

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