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Shi-min Zhang

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

  1. Zhang, Qian-qing / Liu, Shan-wei / Zhang, Shi-min / Zhang, Jian / Wang, Kang (2016): Simplified non-linear approaches for response of a single pile and pile groups considering progressive deformation of pile–soil system. In: Soils and Foundations, v. 56, n. 3 (Juni 2016).

    https://doi.org/10.1016/j.sandf.2016.04.013

  2. Pan, Dong-dong / Zhang, Qian-qing / Liu, Shan-wei / Zhang, Shi-min (2017): Analysis on response prediction of a single pile and pile groups based on the Runge-Kutta method. In: KSCE Journal of Civil Engineering, v. 22, n. 1 (April 2017).

    https://doi.org/10.1007/s12205-017-0578-x

  3. Zhang, Qian-qing / Zhang, Shi-min / Liang, Fa-Yun / Zhang, Qian / Xu, Fei (2014): Some observations of the influence factors on the response of pile groups. In: KSCE Journal of Civil Engineering, v. 19, n. 6 (Dezember 2014).

    https://doi.org/10.1007/s12205-014-1550-7

  4. Xu, Fei / Zhang, Qian-qing / Li, Li-ping / Wang, Kang / Zhang, Shi-min / He, Peng (2017): Response of a Single Pile Subjected to Tension Load by Using Softening Models. In: Soil Mechanics and Foundation Engineering, v. 54, n. 1 (März 2017).

    https://doi.org/10.1007/s11204-017-9428-6

  5. Zhang, Jian / Zhang, Shi-min / Zhang, Qian-qing / Liu, Shan-wei / Feng, Ruo-feng (2018): Analysis of the Response of an Axially Loaded Pile Considering Softening Behavior of Pile-Soil System. In: Soil Mechanics and Foundation Engineering, v. 55, n. 1 (März 2018).

    https://doi.org/10.1007/s11204-018-9497-1

  6. Cheng, Shuai / Zhang, Qian-qing / Li, Shu-cai / Li, Li-ping / Zhang, Shi-min / Wang, Kang (2016): Nonlinear analysis of the response of a single pile subjected to tension load using a hyperbolic model. In: European Journal of Environmental and Civil Engineering, v. 22, n. 2 (Mai 2016).

    https://doi.org/10.1080/19648189.2016.1185969

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