An improved system identification method for hardfill dams considering the spatial variability of material parameters based on random field theory

被引:5
|
作者
Liu, Pengfei [1 ]
Chen, Jianyun [1 ]
Fan, Shuli [1 ]
Xu, Qiang [1 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
基金
中国国家自然科学基金;
关键词
Hardfill dams; Heterogeneity; Random field; System identification; SUPPORT VECTOR MACHINE; FINITE-ELEMENT-METHOD; RELIABILITY-ANALYSIS; STRENGTH PARAMETERS; ACOUSTIC TOMOGRAPHY; STABILITY ANALYSIS; BAYESIAN-APPROACH; OPTIMAL SHAPE; CONCRETE; MODEL;
D O I
10.1016/j.soildyn.2021.107067
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Calibrating the finite element model plays an important role in the accurate safety evaluation of dams. Recent studies show that the material heterogeneity has important impact on the safety evaluation of hardfill dams. However, due to the complexity of material heterogeneity, only limited researches involve the system identification of dams considering the material heterogeneity. In this study, an improved system identification method considering the material parameters heterogeneity is proposed for hardfill dams based on the Hariri-Ardebili et al.'s method. The proposed improved method is composed by two main steps: firstly, identification of the correlation length based on the support vector machine (SVM) and then estimation of the spatial varied hardfill modulus based on the combination of the Karhunen-Loeve expansion (KLE) and surrogate-based optimization (SBO) algorithm. A series of numerical simulations are performed to test the proposed method. The simulation results indicate that the proposed method can improve both the accuracy and computational efficiency. In addition, the effects of the hardfill heterogeneity on the modal responses are also investigated in this study. It is observed that the variation of the natural frequencies tends to increase with the increase of correlation length.
引用
收藏
页数:12
相关论文
共 4 条
  • [1] Seismic analysis of hardfill dams considering spatial variability of material parameters
    Chen, Jianyun
    Liu, Pengfei
    Xu, Qiang
    Li, Jing
    ENGINEERING STRUCTURES, 2020, 211
  • [2] Random Field Reliability Analysis for Time-Dependent Behaviour of Soft Soils Considering Spatial Variability of Elastic Visco-Plastic Parameters
    Alibeikloo, Mehrnaz
    Khabbaz, Hadi
    Fatahi, Behzad
    RELIABILITY ENGINEERING & SYSTEM SAFETY, 2022, 219
  • [3] Study of structural cross-constraint random field simulation method considering spatial variation structure of parameters
    Xiahou Yun-shan
    Zhang Shu
    Tang Hui-ming
    Liu Xiao
    Wu Qiong
    ROCK AND SOIL MECHANICS, 2019, 40 (12) : 4935 - +
  • [4] Hybrid identification method of material parameters based on genetic algorithm and improved homotopy algorithm
    Chen, Rui
    Zhang, Quanwei
    Peng, Ruitao
    Zhao, Ziheng
    Hu, Congfang
    Xiao, Xiangwu
    Li, Jisheng
    MATERIALS TODAY COMMUNICATIONS, 2022, 33