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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. Chen, Weihu / Tian, Yuji (2024): A simplified analytical formula for the coefficient of 3rd-order Hermite moment model and its application. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 254 (November 2024).

    https://doi.org/10.1016/j.jweia.2024.105887

  2. Guan, Haiwei / Tian, Yuji / Chen, Weihu / Qi, Yuliang (2024): Equivalent static wind load based on displacement mode and load combination for high‐rise buildings. In: The Structural Design of Tall and Special Buildings, v. 33, n. 16 (13 October 2024).

    https://doi.org/10.1002/tal.2169

  3. Li, Peng / Li, Bo / Han, Xiaoyu / Tian, Yuji / Li, Ruoqi (2022): Experimental Study on Wind Loading Characteristics of Trains under Stationary Tornado-like Vortices. In: Buildings, v. 12, n. 9 (16 September 2022).

    https://doi.org/10.3390/buildings12091377

  4. Li, Bo / Li, Chen / Yang, Qingshan / Tian, Yuji (2022): Experimental study on the coupling effects of wind-induced vibration of square-sectioned high-rise buildings with different stiffness ratios. In: Engineering Structures, v. 252 (February 2022).

    https://doi.org/10.1016/j.engstruct.2021.113746

  5. Li, Bo / Li, Chen / Yang, Qingshan / Tian, Yuji / Zhang, Xinxin (2021): Full-scale wind speed spectra of 5 Year time series in urban boundary layer observed on a 325 m meteorological tower. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 218 (November 2021).

    https://doi.org/10.1016/j.jweia.2021.104791

  6. Wang, Tianhang / Kwok, Kenny C. S. / Yang, Qingshan / Tian, Yuji / Li, Bo (2022): Experimental study on proximity interference induced vibration of two staggered square prisms in turbulent boundary layer flow. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 220 (January 2022).

    https://doi.org/10.1016/j.jweia.2021.104865

  7. Tian, Yuji / Guan, Haiwei / Shao, Shuai / Yang, Qingshan (2021): Provisions and comparison of Chinese wind load standard for roof components and cladding. In: Structures, v. 33 (October 2021).

    https://doi.org/10.1016/j.istruc.2021.06.011

  8. Zhu, Ying / Tian, Yuji (2018): Fatigue Life Evaluation of Linear Structures with Uncertain-But-Bounded Parameters Under Stochastic Excitations. In: International Journal of Structural Stability and Dynamics, v. 18, n. 3 (February 2018).

    https://doi.org/10.1142/s0219455418500451

  9. Yang, Qingshan / Tian, Yuji (2015): A model of probability density function of non-Gaussian wind pressure with multiple samples. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 140 (May 2015).

    https://doi.org/10.1016/j.jweia.2014.11.005

  10. Shao, Shuai / Tian, Yuji / Yang, Qingshan / Stathopoulos, Ted (2019): Wind-induced cladding and structural loads on low-rise buildings with 4:12-sloped hip roofs. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 193 (October 2019).

    https://doi.org/10.1016/j.jweia.2019.103948

  11. Tian, Yuji / Yang, Qingshan (2009): On time-step in structural seismic response analysis under ground displacement/acceleration. In: Earthquake Engineering and Engineering Vibration, v. 8, n. 3 (September 2009).

    https://doi.org/10.1007/s11803-009-8126-4

  12. Lan, Zongjian / Tian, Yuji / Fang, Liang / Liang, Shuting / Wang, Xinde (2004): An experimental study on seismic responses of multifunctional vibration-absorption reinforced concrete megaframe structures. In: Earthquake Engineering and Structural Dynamics, v. 33, n. 1 (January 2004).

    https://doi.org/10.1002/eqe.324

  13. Shao, Shuai / Stathopoulos, Ted / Yang, Qingshan / Tian, Yuji (2018): Wind Pressures on 4∶12-Sloped Hip Roofs of L- and T-Shaped Low-Rise Buildings. In: Journal of Structural Engineering (ASCE), v. 144, n. 7 (July 2018).

    https://doi.org/10.1061/(asce)st.1943-541x.0002077

  14. Huang, Guoqing / Luo, Ying / Yang, Qingshan / Tian, Yuji (2017): A semi-analytical formula for estimating peak wind load effects based on Hermite polynomial model. In: Engineering Structures, v. 152 (December 2017).

    https://doi.org/10.1016/j.engstruct.2017.09.062

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