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海洋大直径群桩地震响应振动台模型试验研究
更新时间：2025-04-25

    • 海洋大直径群桩地震响应振动台模型试验研究

    • “According to the latest research, the seismic performance of large-diameter pile foundations in China's offshore waters is significant, with nine pile foundations performing better overall.”
    • Journal of Civil and Environmental Engineering   Pages: 1-11(2025)

    • DOI：10.11835/j.issn.2096-6717.2025.032    

      CLC： TU473.1

    • Received：10 December 2024，

      Online First：25 April 2025，

    移动端阅览

  • ZHANG Yuanyuan,DING Xuanming,ZHENG Changjie,et al.Shaking table model study of seismic response of marine large diameter group piles[J].Journal of Civil and Environmental Engineering, DOI：10.11835/j.issn.2096-6717.2025.032.

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Related Author

Yonggang DING
Qian LUO
Qikeng XU
Xuesen LI
Qiang LIU
YU Deen
LYU Long
TANG Guangwu

Related Institution

State Key Laboratory of Bridge Engineering Structural Dynamic, China Merchants Chongqing Communications Technology Research ＆ Design Institute Co., Ltd.
College of Environment and Civil Engineering, Chengdu University of Technology
School of Civil Engineering, Chongqing University
China Highway Engineering Consultants Corporation
School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology
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