DISPLACEMENT BACK ANALYSIS ON SUPPORTING STRUCTURE OF DEEP FOUNDATION PIT BASED ON EVOLUTIONARY NEURAL NETWORK

被引：3
|
作者：
Zhao, Sheng-Li [1 ]
Liu, Yan [1 ]
机构：
[1] Hebei Agr Univ, Rural & Urban Construct Coll, Baoding 071001, Peoples R China
来源：
PROCEEDINGS OF 2009 INTERNATIONAL CONFERENCE ON WAVELET ANALYSIS AND PATTERN RECOGNITION | 2009年
关键词：
Genetic algorithm; BP network; Supporting structure of deep foundation pit; Displacement back analysis;
D O I：
10.1109/ICWAPR.2009.5207405
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
An evolutionary neural network method of displacement back analysis on supporting structure of deep foundation pit is proposed to search the optimal mechanical parameters. First, the UP network replaces the time-consuming finite element method to establish the non-linear relationship between the values of deep foundation pit mechanical parameters and displacement of its supporting structure, then genetic algorithm is used as an optimization method to search the optimal mechanical parameters in their global ranges. Application of this methodology is illustrated with a numerical example and reasonable results are yielded.
引用
收藏
页码：171 / 174
页数：4
相关论文
共 50 条
  • [41] Analysis and Research of Deep Foundation Pit Pars Horizontal Displacement Prediction Method
    Sun, JianBo
    Wang, Dong
    VIBRATION, STRUCTURAL ENGINEERING AND MEASUREMENT II, PTS 1-3, 2012, 226-228 : 2078 - 2081
  • [42] The Supporting Scheme Selection of Deep Foundation Pit Based on Fuzzy Optimization Theory
    Yang, Zisheng
    Tao, Jixiao
    Pan, Hongke
    Li, Yongtao
    ENGINEERING AND MANUFACTURING TECHNOLOGIES, 2014, 541-542 : 1492 - 1496
  • [43] Prediction of the displacement in a foundation pit based on neural network model fusion error and variational modal decomposition methods
    Sun, Linna
    Liu, Shengchang
    Zhang, Liming
    He, Keqiang
    Yan, Xiuzheng
    MEASUREMENT, 2025, 240
  • [44] DETERMINATION OF OPTIMAL SUPPORTING SYSTEM OF DEEP FOUNDATION PIT BASED ON MULTI-CRITERIA DECISION ANALYSIS
    Strukova, Zuzana
    Kozlovska, Maria
    Kovacova, Beata
    12TH INTERNATIONAL MULTIDISCIPLINARY SCIENTIFIC GEOCONFERENCE, SGEM 2012, VOL. II, 2012, : 47 - +
  • [45] Research on the Stability of Supporting Structure in Deep Foundation Pit under the Conditions of Rainfall Infiltration
    Dong Jian-jun
    Wu Jun-hu
    CIVIL ENGINEERING IN CHINA - CURRENT PRACTICE AND RESEARCH REPORT: PROCEEDINGS OF THE 2ND INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, 2011, : 498 - 503
  • [46] Back analysis and prediction of deep pit foundation excavation considering dynamic factors
    Feng Jun-fu
    Yu Jian-lin
    Yang Xue-lin
    Gong Xiao-nan
    ROCK AND SOIL MECHANICS, 2005, 26 (03) : 455 - 460
  • [47] Stability analysis of deep foundation pit with end-suspended pile supporting structure based on limit equilibrium finite difference method
    Yang Zhimin
    Shi Shenwei
    Ping Yang
    Jiang Zhijian
    PROCEEDINGS 2015 SIXTH INTERNATIONAL CONFERENCE ON INTELLIGENT SYSTEMS DESIGN AND ENGINEERING APPLICATIONS ISDEA 2015, 2015, : 734 - 738
  • [48] The Application of Anchor Pile in Foundation Pit Supporting Structure
    Zhang, Xin-zhong
    Zhao, Long
    Tang, Ke-dong
    3RD INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE, ICCEASI 2015, 2015, : 982 - 987
  • [49] Application and Analysis Method on the Arc Supporting Structure for the Stability of Foundation Pit in the Slope
    Deng, Ronggui
    Sun, Yi
    Wang, Yuanyuan
    2019 8TH INTERNATIONAL CONFERENCE ON INFORMATICS, ENVIRONMENT, ENERGY AND APPLICATIONS (IAEA 2019), 2019, : 165 - 170
  • [50] Influence of asymmetric load on supporting deformation for deep foundation pit
    Yao Ai-jun
    Zhang Xin-dong
    ROCK AND SOIL MECHANICS, 2011, 32 : 378 - +
12345