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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. Qiu, Huahua / Wang, Cuikun / Chen, Caihua / Cui, Mingzhe / Qiu, Shengyuan / Zhao, Pengfei / Nie, Jianguo: Research on structural damage identification of shear buildings based on modal curvature change. In: International Journal of Structural Stability and Dynamics.

    https://doi.org/10.1142/s0219455425501056

  2. Zhang, Lei / Wang, Cuikun / Chen, Caihua / Cui, Mingzhe (2023): Seismic Performance Assessment of Composite Frame–High-Strength Steel Plate Wall Core Tube Resilient Structural System. In: Buildings, v. 14, n. 1 (31 December 2023).

    https://doi.org/10.3390/buildings14010301

  3. Cui, Mingzhe / Fan, Jiansheng / Nie, Jianguo / Liufu, Jun / Li, Shengyong / Huang, Zhonghai (2018): Experimental and Numerical Study on the Shear Performance of RC Shear Walls Confined with Welded Reinforcement Grids. Presented at: IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018.

    https://doi.org/10.2749/nantes.2018.s5-199

  4. Huang, Xiaokun / Cui, Mingzhe / Liu, Qiang / Nie, Jianguo (2020): The Lateral Torsional Buckling Behavior of Laminated Glass Beams. In: International Journal of Structural Stability and Dynamics, v. 20, n. 7 (July 2020).

    https://doi.org/10.1142/s0219455420500807

  5. Huang, Xiaokun / Cui, Mingzhe / Liu, Qiang / Nie, Jianguo (2020): Matrix method for buckling analysis of partially composite layered columns based on Hencky bar-chain model. In: International Journal of Structural Stability and Dynamics, v. 20, n. 2 (January 2020).

    https://doi.org/10.1142/s0219455420500194

  6. Cui, Mingzhe / Nie, Xin / Fan, Jiansheng / Li, Shengyong / Liufu, Jun / Huang, Zhonghai (2019): Experimental study on the shear performance of RC beams reinforced with welded reinforcement grids. In: Construction and Building Materials, v. 203 (April 2019).

    https://doi.org/10.1016/j.conbuildmat.2019.01.064

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