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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. Zou, Han-xu / Zhang, Wen-Ming / Chen, Yu-peng (2024): Multi-population competition genetic algorithm for assessing long-span cable-supported bridge girder’s maximum deflections and rotation angles under live loads: A direct optimization task solution. In: Computers & Structures, v. 305 (Dezember 2024).

    https://doi.org/10.1016/j.compstruc.2024.107576

  2. Zhang, Wen-Ming / Zhang, Xiao-yi / Chen, Yu-peng / Shen, Xing-hang (2024): Analytical algorithm for determining anchor span strand tensions in the suspension bridge’s free-cable state. In: Structures, v. 65 (Juli 2024).

    https://doi.org/10.1016/j.istruc.2024.106648

  3. Zhang, Wen-Ming / Liao, Jian-bin / Chen, Yu-peng (2024): Assessment of maximum and minimum hanger forces in a triple-cable suspension bridge under live load: Analytical algorithm with manta ray foraging optimization. In: Structures, v. 64 (Juni 2024).

    https://doi.org/10.1016/j.istruc.2024.106517

  4. Chen, Yu-peng / Zhang, Wen-Ming (2024): Rock anchor hanger effect on single-tower earth-anchored suspension bridge mechanical performance: An analytical model and multi-objective golden eagle optimization. In: Advances in Structural Engineering, v. 27, n. 4 (Februar 2024).

    https://doi.org/10.1177/13694332241232052

  5. Chen, Yu-peng / Zhang, Wen-Ming / Liu, Tian-cheng (2023): Reliability-based assessment of reasonable mid-tower lateral stiffness for a three-tower suspension bridge. In: Advances in Structural Engineering, v. 26, n. 14 (15 September 2023).

    https://doi.org/10.1177/13694332231194688

  6. Zhang, Wen-Ming / Chen, Yu-peng (2023): An analytical method for assessing the live load deformation of a suspension bridge with an improved central buckle. In: Structures, v. 47 (Januar 2023).

    https://doi.org/10.1016/j.istruc.2022.11.137

  7. Zhang, Wen-Ming / Chen, Yu-peng (2022): Predicting the maximum deflection and girder-end rotation of a three-tower suspension bridge under live load: An analytical algorithm. In: Structures, v. 44 (Oktober 2022).

    https://doi.org/10.1016/j.istruc.2022.08.001

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