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Mengfu Wang ORCID

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

  1. Xiao, Shiying / Wang, Mengfu / Tan, Zixiong (2024): Study on the hysteretic characteristics of FRP-reinforced concrete shear wall with innovative friction dampers. In: Journal of Building Engineering, v. 89 (Juli 2024).

    https://doi.org/10.1016/j.jobe.2024.109243

  2. Xiao, Shiying / Wang, Mengfu / Zhang, Shilin / Wu, Qiangqiang (2024): Study on the seismic performance of replaceable concrete coupling beams with RC slabs by experiments and simulations. In: Journal of Building Engineering, v. 82 (April 2024).

    https://doi.org/10.1016/j.jobe.2023.108212

  3. Guo, Shengqi / Wang, Mengfu (2023): Seismic performance objectives and quantitative deformation limits for superimposed RC shear walls with embedded bracings. In: Structures, v. 56 (Oktober 2023).

    https://doi.org/10.1016/j.istruc.2023.105041

  4. Guo, Shengqi / Wang, Mengfu (2023): Study on the equivalent plastic hinge length of superimposed RC shear walls with embedded bracings. In: Structures, v. 51 (Mai 2023).

    https://doi.org/10.1016/j.istruc.2023.03.069

  5. Liu, Zelong / Wang, Mengfu / Hogan, Lucas Samuel (2023): Evaluation of seismic performance of precast concrete walls with X-shaped steel plate bracings. In: Structures, v. 48 (Februar 2023).

    https://doi.org/10.1016/j.istruc.2023.01.055

  6. Hu, Zhangqi / Chen, Taohua / Wang, Mengfu / Lü, Weirong / He, Ran (2022): Seismic Performance and Mechanical Mechanism of Steel-Enhanced Damping Concrete Core Wall with Concealed Steel Plate Bracings under Oblique Loading. In: Advances in Civil Engineering, v. 2022 (Januar 2022).

    https://doi.org/10.1155/2022/7827506

  7. Wang, Mengfu / Guo, Shengqi / Jing, Fei / Zhang, Yaqing (2022): Seismic performance of superimposed RC shear walls with concealed bracings using different horizontal connections. In: Journal of Building Engineering, v. 51 (Juli 2022).

    https://doi.org/10.1016/j.jobe.2022.104258

  8. Guo, Shengqi / Wang, Mengfu (2022): Seismic behavior of an innovative equivalent monolithic precast shear wall under low and high axial load ratios. In: Structures, v. 39 (Mai 2022).

    https://doi.org/10.1016/j.istruc.2022.03.048

  9. Xiao, Shiying / Wang, Mengfu (2022): Response spectrum method for building structures with general nonviscous damping models. In: Structures, v. 40 (Juni 2022).

    https://doi.org/10.1016/j.istruc.2022.04.035

  10. Wang, Mengfu / Guo, Shengqi (2021): Seismic behavior of superimposed reinforced concrete shear walls with X‐shaped steel plate bracings under different axial load ratios. In: The Structural Design of Tall and Special Buildings, v. 30, n. 16 (November 2021).

    https://doi.org/10.1002/tal.1889

  11. Wang, Mengfu / Au, F. T. K. (2007): Precise integration method without inverse matrix calculation for structural dynamic equations. In: Earthquake Engineering and Engineering Vibration, v. 6, n. 1 (März 2007).

    https://doi.org/10.1007/s11803-007-0661-2

  12. Wang, Mengfu / Au, F. T. K. (2008): Precise integration methods based on the Chebyshev polynomial of the first kind. In: Earthquake Engineering and Engineering Vibration, v. 7, n. 2 (Juni 2008).

    https://doi.org/10.1007/s11803-008-0837-4

  13. Wang, Mengfu / Zhou, Xiyuan (2005): Modified precise time step integration method of structural dynamic analysis. In: Earthquake Engineering and Engineering Vibration, v. 4, n. 2 (Dezember 2005).

    https://doi.org/10.1007/s11803-005-0011-1

  14. Wang, Mengfu / Zhou, Xiyuan (2006): On precise time integration method for non-classically damped MDOF systems. In: Earthquake Engineering and Engineering Vibration, v. 5, n. 1 (Juni 2006).

    https://doi.org/10.1007/s11803-006-0613-2

  15. Wang, Mengfu / Au, F. T. K. (2006): Assessment and improvement of precise time step integration method. In: Computers & Structures, v. 84, n. 12 (Mai 2006).

    https://doi.org/10.1016/j.compstruc.2006.02.001

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