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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. Yao, Xingyou / Yang, Jiabao / Guo, Yanli (2023): Study on Restoring Force Model of Cold-Formed Thin-Walled Steel Lipped Channel Beam-Columns under Cyclic Load. In: Buildings, v. 13, n. 1 (13 January 2023).

    https://doi.org/10.3390/buildings13010114

  2. Yao, Xingyou / Liu, Yafei / Zhang, Shile / Guo, Yanli / Hu, Chengli (2022): Experiment and Design Method of Cold-Formed Thin-Walled Steel Double-Lipped Equal-Leg Angle under Axial Compression. In: Buildings, v. 12, n. 11 (27 October 2022).

    https://doi.org/10.3390/buildings12111775

  3. Yao, Xingyou (2021): Experimental Investigation and Load Capacity of Slender Cold-Formed Lipped Channel Sections with Holes in Compression. In: Advances in Civil Engineering, v. 2021 (January 2021).

    https://doi.org/10.1155/2021/6658099

  4. Guo, Yanli / Yao, Xingyou (2021): Experimental Study and Effective Width Method for Cold-Formed Steel Lipped Channel Stud Columns with Holes. In: Advances in Civil Engineering, v. 2021 (January 2021).

    https://doi.org/10.1155/2021/9949199

  5. Yao, Xingyou (2017): Experiment and Design Method on Cold-Formed Thin-Walled Steel Lipped Channel Columns with Slotted Web Holes Under Axial Compression. In: The Open Civil Engineering Journal, v. 11, n. 1 (December 2017).

    https://doi.org/10.2174/1874149501711010244

  6. Yao, Xingyou / Guo, Yanli (2016): Inelastic Test and Design Method of Cold-formed Steel Lipped Channel Members in Bending. In: The Open Civil Engineering Journal, v. 10, n. 1 (December 2016).

    https://doi.org/10.2174/1874149501610010625

  7. Li, Yuanqi / Shen, Zuyan / Yao, Xingyou / Ma, Rongkui / Liu, Fei (2013): Experimental Investigation and Design Method Research on Low-Rise Cold-Formed Thin-Walled Steel Framing Buildings. In: Journal of Structural Engineering (ASCE), v. 139, n. 5 (May 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000720

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