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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. Dai, Jun / Yang, Cen / Gai, Pan-Pan / Xu, Zhao-Dong / Yan, Xiao / Xu, Wen-Peng (2024): Robust damping improvement against the vortex-induced vibration in flexible bridges using multiple tuned mass damper inerters. In: Engineering Structures, v. 313 (August 2024).

    https://doi.org/10.1016/j.engstruct.2024.118221

  2. Dai, Jun / Gai, Pan-Pan / Xu, Zhao-Dong / Yan, Xiao / Guo, Ying-Qing / Huang, Xing-Huai (2024): A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures. In: Engineering Structures, v. 304 (April 2024).

    https://doi.org/10.1016/j.engstruct.2024.117648

  3. Gai, Pan-Pan / Xu, Zhao-Dong / Bi, Qin-Sheng / Xie, Zi-Cong / Dai, Jun / Jiang, Wen-An: A generalized dynamic analysis method for the linear structural system with viscoelastic elements. In: International Journal of Structural Stability and Dynamics.

    https://doi.org/10.1142/s0219455424502626

  4. Dai, Jun / Gai, Pan-Pan / Xu, Zhao-Dong / Huang, Xing-Huai (2023): Inerter location effect on the generalized tuned mass damper inerter control. In: Structures, v. 58 (Dezember 2023).

    https://doi.org/10.1016/j.istruc.2023.105517

  5. Li, Hong-Wei / Xu, Zhao-Dong / Wang, Fang / Gai, Pan-Pan / Gomez, Daniel / Dyke, Shirley J. (2023): Development and Validation of a Nonlinear Model to Describe the Tension–Compression Behavior of Rubber-Like Base Isolators. In: Journal of Engineering Mechanics (ASCE), v. 149, n. 2 (Februar 2023).

    https://doi.org/10.1061/jenmdt.emeng-6745

  6. Xu, Zhao-Dong / Gai, Pan-Pan / Zhao, Hui-yi / Huang, Xing-Huai / Lu, Ling-Yi (2017): Experimental and theoretical study on a building structure controlled by multi-dimensional earthquake isolation and mitigation devices. In: Nonlinear Dynamics, v. 89, n. 1 (22 März 2017).

    https://doi.org/10.1007/s11071-017-3482-5

  7. Dai, Jun / Gai, Pan-Pan / Xu, Zhao-Dong / Chen, Zheng-qing (2022): A reduced-order improved rational polynomial method for viscoelastically damped structures considering ambient temperature effect. In: Soil Dynamics and Earthquake Engineering, v. 159 (August 2022).

    https://doi.org/10.1016/j.soildyn.2022.107315

  8. Dai, Jun / Xu, Zhao-Dong / Gai, Pan-Pan / Xu, Yan-Wei (2021): Mitigation of Vortex-Induced Vibration in Bridges Using Semiactive Tuned Mass Dampers. In: Journal of Bridge Engineering (ASCE), v. 26, n. 6 (Juni 2021).

    https://doi.org/10.1061/(asce)be.1943-5592.0001719

  9. Dai, Jun / Xu, Zhao-Dong / Gai, Pan-Pan (2019): Tuned mass-damper-inerter control of wind-induced vibration of flexible structures based on inerter location. In: Engineering Structures, v. 199 (November 2019).

    https://doi.org/10.1016/j.engstruct.2019.109585

  10. Gai, Pan-Pan / Spencer, Billie F. / Xu, Zhao-Dong (2020): Effect of frequency dependence on the seismic performance of linear viscoelastic base-isolated structures. In: Soil Dynamics and Earthquake Engineering, v. 139 (Dezember 2020).

    https://doi.org/10.1016/j.soildyn.2020.106396

  11. Dai, Jun / Xu, Zhao-Dong / Gai, Pan-Pan (2020): Parameter determination of the tuned mass damper mitigating the vortex-induced vibration in bridges. In: Engineering Structures, v. 221 (Oktober 2020).

    https://doi.org/10.1016/j.engstruct.2020.111084

  12. Dai, Jun / Xu, Zhao-Dong / Gai, Pan-Pan / Li, Hong-Wei (2020): Effect of frequency dependence of large mass ratio viscoelastic tuned mass damper on seismic performance of structures. In: Soil Dynamics and Earthquake Engineering, v. 130 (März 2020).

    https://doi.org/10.1016/j.soildyn.2019.105998

  13. Dai, Jun / Xu, Zhao-Dong / Yin, Xue-Jun / Gai, Pan-Pan / Luo, Yong (2019): Parameters Design of TMD Mitigating Vortex-Induced Vibration of the Hong Kong–Zhuhai–Macao Bridge Deep-Water Nonnavigable Bridge. In: Journal of Bridge Engineering (ASCE), v. 24, n. 8 (August 2019).

    https://doi.org/10.1061/(asce)be.1943-5592.0001450

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