An improved model for dynamic impedance of pile groups based on vector fitting-Routh method

被引:0
|
作者
Zhao, Hong [1 ,2 ]
Gao, Guang-Yun [1 ,2 ]
Jiang, Zhou [1 ,2 ]
机构
[1] Department of Geotechnical Engineering, Tongji University, Shanghai,200092, China
[2] Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai,200092, China
来源
Yantu Lixue/Rock and Soil Mechanics | 2014年 / 35卷 / 09期
关键词
The dynamic impedance of pile groups in the frequency domain is computed by thin layer method. It is represented by the complex transfer function in the frequency domain as single input and single output system. The fitting of complex transfer function is proposed through the vector fitting method (VF method); so as to obtain the lumped-parameter model for pile groups in layered ground. The dynamic impedance of partial-fraction expansion type can be obtained by VF method; it fits over the whole frequency range; which is easily converted to the Wu-Lee model. It is shown that the lumped-parameter model by the VF method is accurately to match the dynamic impedance of pile groups in layered ground. Due to its partial-fraction expansion type; the expression can be conveniently transferred into the Wu-Lee model; and the fitting is numerically stable. The number of terms for the partial-fraction expansion is big when the dynamic impedance for the high frequency is needed to fit. The reduced order method called the Routh method is introduced to make the order reduced; and it is shown the result for the reduction is good;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:2448 / 2454
相关论文
共 50 条
  • [31] Establishment of turbofan engine state variable model based on improved fitting method
    Hu, Y. (huyu1222@163.com), 1600, Journal of Propulsion Technology (34):
  • [32] Parameter identification of transfer functions using an improved vector fitting method
    Wang, Wei
    Zhang, Li
    Li, Qingmin
    Siew, W. H.
    2008 ASIA-PACIFIC SYMPOSIUM ON ELECTROMAGNETIC COMPATIBILITY AND 19TH INTERNATIONAL ZURICH SYMPOSIUM ON ELECTROMAGNETIC COMPATIBILITY, VOLS 1 AND 2, 2008, : 375 - +
  • [33] Dynamic mixing frequency impedance measurement method based on DFT and virtual preference vector
    School of Electrical Engineering and Automation, Tianjin University, Tianjin 300072, China
    Tien Tzu Hsueh Pao, 2008, 10 (2076-2080):
  • [34] Development of a coupled pile-to-pile interaction model for the dynamic analysis of pile groups subjected to vertical loads
    Lubao Luan
    Xuanming Ding
    Guangwei Cao
    Xin Deng
    Acta Geotechnica, 2020, 15 : 3261 - 3269
  • [35] Development of a coupled pile-to-pile interaction model for the dynamic analysis of pile groups subjected to vertical loads
    Luan, Lubao
    Ding, Xuanming
    Cao, Guangwei
    Deng, Xin
    ACTA GEOTECHNICA, 2020, 15 (11) : 3261 - 3269
  • [36] Implementation of surface impedance boundary conditions in the cell method via the vector fitting technique
    Alotto, P.
    De Cian, A.
    Molinari, G.
    Rossi, M.
    COMPEL-THE INTERNATIONAL JOURNAL FOR COMPUTATION AND MATHEMATICS IN ELECTRICAL AND ELECTRONIC ENGINEERING, 2007, 26 (03) : 859 - 872
  • [37] A numerical model with high-accuracy and high-efficiency for the soil dynamic impedance of pile groups under vertical vibration
    Wang, Piguang
    Zhang, Mengzhi
    Zhang, Junqi
    Xu, Haibin
    Du, Xiuli
    STRUCTURES, 2022, 45 : 489 - 499
  • [38] A MAXIMUM-LIKELIHOOD METHOD FOR FITTING THE WANDERING VECTOR MODEL
    DESOETE, G
    CARROLL, JD
    PSYCHOMETRIKA, 1983, 48 (04) : 553 - 566
  • [39] Vertical dynamic impedance of end-bearing pile groups embedded in homogeneous unsaturated soils
    Ma, Wenjie
    Shan, Yao
    Xiang, Ke
    Wang, Binglong
    Zhou, Shunhua
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2022, 46 (06) : 1154 - 1176
  • [40] Vertical dynamic impedance of pile groups partially embedded in multilayered, transversely isotropic, saturated soils
    Zhang, Shiping
    Cui, Chunyi
    Yang, Gang
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 117 : 106 - 115