Kalman filtering identification of Winkler foundation's parameter based on Mindlin theory

被引:0
|
作者
Zhang Jian [1 ]
Ye Jian-shu [1 ]
Tang Xiu-sheng [2 ]
机构
[1] Southeast Univ, Coll Transportat, Nanjing 210096, Jiangsu, Peoples R China
[2] Nanjing Hydraul Res Inst, Dept Mat & Struct, Nanjing 210024, Jiangsu, Peoples R China
关键词
Winkler foundation's parameter; Kalman filtering; foundation model; Mindlin theory; Fourier transformative technology;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Based on Kalman filtering theory, an identification method of Winkler foundation's parameter is put forward. After Mindlin theory is introduced, the differential equations of Mindlin plate on Winkler foundation are derived. Through applying Fourier transformative technology, the corresponding solutions to the pinned plate on Winkler foundation are obtained. Kalman filtering equations of Winkler foundation's parameter are established; and the steps of Kalman filtering identification of Winkler foundation's parameter are studied. Research shows that Winkler foundation's parameter can be efficiently identified by applying Kalman filtering theory; and the convergence velocity and precision of Winkler foundation's parameter are depended on both the initial information of Winkler foundation's parameter and the measured displacement data at the studied nodes. And this identification method can also be applied to the problem of identification of parameters of other foundation models.
引用
收藏
页码:425 / 430
页数:6
相关论文
共 12 条
  • [1] Numerical analysis of a tunnel in residual soils
    Azevedo, RF
    Parreira, AB
    Zornberg, JG
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2002, 128 (03) : 227 - 236
  • [2] DAVID W, 2005, J GEOTECH GEOENVIRON, V131, P1301, DOI DOI 10.1061/(ASCE)1090-0241(2005)131:10(1301)
  • [3] Guang-yun GAO, 2003, ROCK SOIL MECH, V24, P160
  • [4] HINTON E, 1984, FINITE ELEMENT SOFTW
  • [5] [蒋树屏 Jiang Shubing], 2004, [岩石力学与工程学报, Chinese Journal of Rock Mechanics and Engineering], V23, P3460
  • [6] Green's function for an infinite elastic plate on Winkler's foundation
    Liu, XB
    Solecki, R
    [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 2001, 127 (03): : 305 - 307
  • [7] Qiang CHENG, 2005, ROCK SOIL MECH, V26, P423
  • [8] Parameter estimation of structures from static strain measurements .1. Formulation
    Sanayei, M
    Saletnik, MJ
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1996, 122 (05): : 555 - 562
  • [9] Failure criterion for RC members under biaxial bending and axial load
    Silva, MA
    Swan, CC
    Arora, JS
    Brasil, RMLRF
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2001, 127 (08) : 922 - 929
  • [10] Parameter estimation in finite element simulations of Rayleigh waves
    Zerwer, A
    Cascante, G
    Hutchinson, J
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2002, 128 (03) : 250 - 261