Development of a New Fundamental Period Formula for Steel Structures Considering the Soil-structure Interaction with the Use of Machine Learning Algorithms

被引:2
|
作者
van der Westhuizen, Ashley Megan [1 ]
Markou, George [1 ]
Bakas, Nikolaos [2 ]
机构
[1] Univ Pretoria, Dept Civil Engn, Pretoria, South Africa
[2] RDC Informat, Dept RnD, Athens, Greece
来源
ICAART: PROCEEDINGS OF THE 14TH INTERNATIONAL CONFERENCE ON AGENTS AND ARTIFICIAL INTELLIGENCE - VOL 3 | 2022年
关键词
Seismic Design; Fundamental Period; Steel Structures; Nonlinear Regression; Soil-structure Interaction; Machine-Learning Algorithms;
D O I
10.5220/0010978400003116
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
The fundamental period of buildings is an important parameter when designing seismic resistant structures. The current formulae proposed in design codes for determining the fundamental period of steel structures cannot accurately predict the fundamental period of real structures. In addition, most of the current formulae only consider the height of the structure in their formulation, while soil structure interaction (SSI) and the orientation of the I-columns that influence the fundamental period are usually neglected. This research focuses on the use of machine learning algorithms to obtain a new formula that accounts for different geometrical features of the superstructure, where the SSI effect is also considered. After training and testing a 40-feature formula, an additional 138 out-of-sample numerical results were used to further test the accuracy of the proposed formula's prediction abilities. The validation resulted in a correlation of 99.71%, which suggests that the proposed formula exhibits high predictive features for the steel structures considered in this study.
引用
收藏
页码:952 / 957
页数:6
相关论文
共 50 条
  • [21] Residual displacement ratios spectrum of structures considering soil-structure interaction
    Liu B.
    Hu J.
    Xie L.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2022, 41 (16): : 242 - 248
  • [22] Evaluation of seismic response of inelastic structures considering soil-structure interaction
    Vishwajit Anand
    S R Satish Kumar
    Innovative Infrastructure Solutions, 2021, 6
  • [23] Sensitivity of strength reduction factor for structures considering soil-structure interaction
    Anand, Vishwajit
    Kumar, S. R. Satish
    STRUCTURES, 2022, 39 : 593 - 606
  • [24] Evaluation of seismic response of inelastic structures considering soil-structure interaction
    Anand, Vishwajit
    Kumar, S. R. Satish
    INNOVATIVE INFRASTRUCTURE SOLUTIONS, 2021, 6 (02)
  • [25] Modal characteristics of structures considering dynamic soil-structure interaction effects
    Papadopoulos, Manthos
    Van Beeumen, Roel
    Francois, Stijn
    Degrande, Geert
    Lombaert, Geert
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2018, 105 : 114 - 118
  • [26] Seismic nonlinear analysis of supertall structures considering soil-structure interaction
    Pan Y.
    Wang C.
    Shi J.
    Chen C.
    Qiu S.
    Ma M.
    Cui M.
    Dong H.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2024, 45 (06): : 25 - 38
  • [27] Active structural control via metaheuristic algorithms considering soil-structure interaction
    Ulusoy, Serdar
    Bekdas, Gebrail
    Nigdeli, Sinan Melih
    STRUCTURAL ENGINEERING AND MECHANICS, 2020, 75 (02) : 175 - 191
  • [28] Optimal design of steel frame with link beam considering soil-structure interaction
    Heidari, Mohammad Hossein
    Raftari, Mehdi
    Mahjoub, Reza
    Babaali, Hamidreza
    INNOVATIVE INFRASTRUCTURE SOLUTIONS, 2025, 10 (03)
  • [29] Effect of vertical component of an earthquake on steel frames considering soil-structure interaction
    Abdollahiparsa, Hossein
    Homami, Peyman
    Khoshnoudian, Faramarz
    KSCE JOURNAL OF CIVIL ENGINEERING, 2016, 20 (07) : 2790 - 2801
  • [30] Optimum design of steel braced frames considering dynamic soil-structure interaction
    Milad Bybordiani
    Saeid Kazemzadeh Azad
    Structural and Multidisciplinary Optimization, 2019, 60 : 1123 - 1137