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Qiu‐Sheng Li ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Li, Mao‐Jie / Li, Qiu‐Sheng / Li, Yong‐Gui: Effects of Attached Afterbody Shapes on Wind Forces on Rectangular Tall Buildings. In: The Structural Design of Tall and Special Buildings.

    https://doi.org/10.1002/tal.2194

  2. Huang, Jia‐Xing / Li, Qiu‐Sheng / Han, Xu‐Liang: Prediction of wind pressures on supertall buildings based on proper orthogonal decomposition and machine learning. In: The Structural Design of Tall and Special Buildings.

    https://doi.org/10.1002/tal.2174

  3. Lu, Bin / Li, Qiu‐Sheng / Han, Xu‐Liang (2024): Assessment of computational fluid dynamic as a design tool for estimation of wind loads on unconventional skyscrapers in urban environment. In: The Structural Design of Tall and Special Buildings, v. 33, n. 16 (13 Oktober 2024).

    https://doi.org/10.1002/tal.2165

  4. Zhou, Kang / Li, Qiu‐Sheng (2021): Reliability analysis of damping estimation by random decrement technique for high‐rise buildings. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 5 (25 April 2021).

    https://doi.org/10.1002/eqe.3396

  5. Zhou, Kang / Li, Qiu‐Sheng (2021): Effects of time‐variant modal frequencies of high‐rise buildings on damping estimation. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 2 (Februar 2021).

    https://doi.org/10.1002/eqe.3336

  6. Li, Yong‐Gui / Zhang, Ming‐Yue / Li, Yi / Li, Qiu‐Sheng / Liu, Si‐Jia (2020): Experimental study on wind load characteristics of high‐rise buildings with opening. In: The Structural Design of Tall and Special Buildings, v. 29, n. 9 (25 Juni 2020).

    https://doi.org/10.1002/tal.1734

  7. Li, Qiu‐Sheng / Zhou, Kang / Li, Xiao (2020): Damping estimation of high‐rise buildings considering structural modal directions. In: Earthquake Engineering and Structural Dynamics, v. 49, n. 6 (Mai 2020).

    https://doi.org/10.1002/eqe.3253

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