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Xiaotian Liu ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Liu, Xiaotian / Wang, Wei / Mercan, Oya / Li, Junlin (2025): Displacement and acceleration control design approach for an isolated industrial building structure with hysteretic and viscous damping devices. Dans: Engineering Structures, v. 322 (janvier 2025).

    https://doi.org/10.1016/j.engstruct.2024.119172

  2. Liu, Xiaotian / Wang, Wei / Hu, Dawei / Qu, Jiulong / Cao, Chen (2024): Test, design, and parametric analysis of a prefabricated industrial building with shape memory alloy (SMA) cable-restrained bearings for seismic resilience. Dans: Engineering Structures, v. 313 (août 2024).

    https://doi.org/10.1016/j.engstruct.2024.118288

  3. Jiao, Lu / Wu, Yifei / Fang, Kailun / Liu, Xiaotian (2023): Typo-Morphological Approaches for Maintaining the Sustainability of Local Traditional Culture: A Case Study of the Damazhan and Xiaomazhan Historical Area in Guangzhou. Dans: Buildings, v. 13, n. 9 (23 août 2023).

    https://doi.org/10.3390/buildings13092351

  4. Liu, Xiaotian / Wang, Wei / Li, Junlin (2023): Full-scale shaking table tests and numerical studies of structural frames with a hybrid isolation system. Dans: Engineering Structures, v. 292 (octobre 2023).

    https://doi.org/10.1016/j.engstruct.2023.116545

  5. Fang, Cheng / Liu, Xiaotian / Wang, Wei / Zheng, Yue (2023): Full‐scale shaking table test and numerical analysis of structural frames with SMA cable‐restrained base isolation. Dans: Earthquake Engineering and Structural Dynamics, v. 52, n. 12 (juin 2023).

    https://doi.org/10.1002/eqe.3953

  6. Liu, Xiaotian / Wang, Wei / Li, Junlin (2023): Seismic response mitigation of prefabricated industrial equipment structural frames through a hybrid isolation system. Dans: Journal of Constructional Steel Research, v. 206 (juillet 2023).

    https://doi.org/10.1016/j.jcsr.2023.107918

  7. Wang, Lujun / Yan, Bingfa / Liu, Xiaotian (2022): Analytical Theory for 3D Consolidation of Layered Viscoelastic Soils Based on Displacement Function Method. Dans: Journal of Engineering Mechanics (ASCE), v. 148, n. 8 (août 2022).

    https://doi.org/10.1061/(asce)em.1943-7889.0002119

  8. Liu, Xiaotian / Wang, Wei / Fang, Cheng (2022): Seismic vibration control of novel prefabricated industrial equipment suspension structures with tuned mass damper. Dans: Journal of Constructional Steel Research, v. 191 (avril 2022).

    https://doi.org/10.1016/j.jcsr.2022.107163

  9. Wang, Lujun / Liu, Xiaotian / Wan, Ling / Wang, Lihua (2020): Semianalytical Solution for Evaluating Viscoelastic Consolidation of Saturated Soils with Overlying Dry Layers. Dans: International Journal of Geomechanics, v. 20, n. 9 (septembre 2020).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001785

  10. Feng, Shuzhen / Liu, Xiaotian / Cui, Hai (2017): Dynamical Response of an Elastic Supporting Pile Embedded in Saturated Soil Under Horizontal Vibration. Dans: Stavební obzor - Civil Engineering Journal, v. 26, n. 2 ( 2017).

    https://doi.org/10.14311/cej.2017.02.0010

  11. Wang, Lujun / Liu, Xiaotian (2021): BEM-ALEM Modeling of Plate–Soil Interaction for Rigid Circular Foundation in Layered Saturated Soils Subjected to Mechanical or Thermal Load. Dans: Journal of Engineering Mechanics (ASCE), v. 147, n. 2 (février 2021).

    https://doi.org/10.1061/(asce)em.1943-7889.0001882

  12. Wang, Jianxiu / Liu, Jiaxing / Liu, Xiaotian / Jiang, Yunhua / Liu, Xuezeng (2016): In-site experiments on the swelling characteristics of a shield tunnel in expansive clay: A case study. Dans: KSCE Journal of Civil Engineering, v. 21, n. 3 (mai 2016).

    https://doi.org/10.1007/s12205-016-1333-4

  13. Wang, Jianxiu / Liu, Xiaotian / Liu, Jiaxing / Wu, Linbo / Guo, Qingfeng / Yang, Qian (2017): Dewatering of a 32.55 m Deep Foundation Pit in MAMA Under Leakage Risk Conditions. Dans: KSCE Journal of Civil Engineering, v. 22, n. 8 (novembre 2017).

    https://doi.org/10.1007/s12205-017-1950-6

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