Steel columns under fire - a neural network based strength model

被引:27
|
作者
Zhao, Z [1 ]
机构
[1] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore
关键词
neural networks; evolutionary computation; fire resistance; steel columns;
D O I
10.1016/j.advengsoft.2005.04.003
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper presents a strength model of steel columns under elevated temperatures using the artificial neural network. The many influencing parameters make it difficult to build an analytical steel strength model. Being a flexible model building method, the artificial neural network is an ideal tool to construct the complex relationship between the input and the Output parameters accurately. A hybrid neural network, which combines the sigmoid neurons and the radial basis function neurons at the hidden layer, is proposed to better map the input-output relationship both locally and globally. The use of the genetic algorithm approach in searching the best-hidden neurons makes the hybrid neural network less likely to be trapped in local minima than the traditional gradient-based search algorithms. The genetic algorithm based hybrid neural network is applied to model the strength of steel columns under fire. The neural network results are compared with the modified Rankine formula. (C) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:97 / 105
页数:9
相关论文
共 50 条
  • [1] Behaviour of high strength steel columns under fire conditions
    Winful, D.
    Cashell, K. A.
    Afshan, S.
    Barnes, A. M.
    Pargeter, R. J.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 150 : 392 - 404
  • [2] Prediction of fire resistance of concrete encased steel composite columns using artificial neural network
    Li, Shan
    Liew, J. Y. Richard
    Xiong, Ming-Xiang
    ENGINEERING STRUCTURES, 2021, 245
  • [3] Fire testing of high strength concrete filled steel columns
    Patterson, NL
    Zhao, XL
    Wong, MB
    Ghojel, J
    Grundy, P
    MECHANICS OF STRUCTURES AND MATERIALS, 1999, : 437 - 442
  • [4] Blast effects on steel columns under fire conditions
    Forni, Daniele
    Chiaia, Bernardino
    Cadoni, Ezio
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 136 : 1 - 10
  • [5] Artificial neural network model for strength predictions of CFST columns strengthened with CFRP
    Zarringol, Mohammadreza
    Patel, Vipulkumar Ishvarbhai
    Liang, Qing Quan
    ENGINEERING STRUCTURES, 2023, 281
  • [6] Neural Network Prognostic Model for Predicting the Fire Resistance of Eccentrically Loaded RC Columns
    Lazarevska, Marijana
    Cvetkovska, Meri
    Knezevic, Milos
    Gavriloska, Ana Trombeva
    Milanovic, Milivoje
    Murgul, Vera
    Vatin, Nikolay
    ADVANCED DEVELOPMENT IN INDUSTRY AND APPLIED MECHANICS, 2014, 627 : 276 - +
  • [7] Interaction model for unprotected concrete filled steel columns under standard fire conditions
    Tan, KH
    Tang, CY
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2004, 130 (09): : 1405 - 1413
  • [8] Fire resistance design of high strength steel H-section columns under axial compression
    Pang, Shiyun
    Wang, Weiyong
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2025, 227
  • [9] Research on the fire resistance design of high-strength steel hollow columns under axial compression
    Wu, Yiwen
    Fan, Shenggang
    He, Bingbing
    Liu, Meijing
    Zhou, Hang
    ENGINEERING STRUCTURES, 2021, 234
  • [10] Fire resistance of high strength concrete filled steel tubular columns under combined temperature and loading
    Tang, Chao-Wei
    STEEL AND COMPOSITE STRUCTURES, 2018, 27 (02): : 243 - 253