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  • Internationale Datenbank und Galerie für Ingenieurbauwerke

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

  1. Yao, Erlei / Wang, Suyang / Miao, Yu / Ye, Lin / Zhu, Luhua (2020): Simulation of fully non-stationary spatially varying ground motions considering nonlinear soil behavior. In: Soil Dynamics and Earthquake Engineering, v. 129 (Februar 2020).

    https://doi.org/10.1016/j.soildyn.2019.105954

  2. Zhuang, Haiyang / Ren, Jiawei / Miao, Yu / Jing, Liguo / Yao, Erlei / Xu, Changjie (2019): Seismic Performance Levels of a Large Underground Subway Station in Different Soil Foundations. In: Journal of Earthquake Engineering, v. 25, n. 14 (Oktober 2019).

    https://doi.org/10.1080/13632469.2019.1651423

  3. Yao, Erlei / Wang, Suyang / Ruan, Bin / Miao, Yu / Zhu, Luhua (2019): Numerical study on site response considering ground motion spatial variation. In: Soil Dynamics and Earthquake Engineering, v. 127 (November 2019).

    https://doi.org/10.1016/j.soildyn.2019.105836

  4. Miao, Yu / Yao, Erlei / Ruan, Bin / Zhuang, Haiyang / Chen, Guoxing / Long, Xiaohong (2018): Improved hilbert spectral representation method and its application to seismic analysis of shield tunnel subjected to spatially correlated ground motions. In: Soil Dynamics and Earthquake Engineering, v. 111 (August 2018).

    https://doi.org/10.1016/j.soildyn.2018.04.050

  5. Yao, Erlei / Miao, Yu / Wang, Suyang / Long, Xiaohong (2018): Simulation of fully nonstationary spatially variable ground motions on a canyon site. In: Soil Dynamics and Earthquake Engineering, v. 115 (Dezember 2018).

    https://doi.org/10.1016/j.soildyn.2018.08.030

  6. Miao, Yu / Yao, Erlei / Ruan, Bin / Zhuang, Haiyang (2018): Seismic response of shield tunnel subjected to spatially varying earthquake ground motions. In: Tunnelling and Underground Space Technology, v. 77 (Juli 2018).

    https://doi.org/10.1016/j.tust.2018.04.006

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