Intelligent long-term prediction of wind-induced response of super high-rise buildings during typhoons based on wind tunnel tests

被引:0
|
作者
Li, Feiqiang [1 ]
Xie, Zhuangning [1 ]
Zhang, Lanfang [1 ]
Yu, Xianfeng [1 ]
Shi, Biqing [1 ]
机构
[1] South China Univ Technol, State Key Lab Subtrop Bldg & Urban Sci, Guangzhou 510641, Peoples R China
来源
基金
中国国家自然科学基金;
关键词
Super high-rise building; Structural response; Intelligent prediction; Wind tunnel test; Typhoon wind field; NEURAL-NETWORK; COMFORT CRITERIA; SPEED; MOTION; MODELS; LOADS;
D O I
10.1016/j.jobe.2025.112144
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The vibration prediction of super high-rise buildings during typhoons represents a significant challenge in the field of structural wind resistance. Despite considerable research efforts, the longterm prediction of structural response during typhoons remains an unsolved problem. An intelligent method for predicting the long-term response of super high-rise buildings during typhoons was proposed. First, a neural network (NN) training set was constructed on the basis of wind tunnel tests by considering the impact of varying parameters, including wind speed, wind direction, structural frequency, and damping ratio. The structural response NN prediction model was developed based on the Cascade Forward-Backward Propagation Network (CFBPN). Subsequently, a linear typhoon wind field model was utilized combined with AI-based weather forecasting methods to predict meteorological conditions. The integration of the wind field from the meteorological prediction model with the response NN prediction model enabled the rapid prediction of the long-term responses of super high-rise buildings. The efficacy of the proposed method has been validated through a series of case studies examining the structural acceleration response of Kingkey 100 during Super Typhoon Mangkhut (1822). The results demonstrate that the CFBPN model is effective in accurately predicting the structural acceleration response, with a correlation coefficient exceeding 0.99. The long-term response prediction results, based on the measured wind field, demonstrate a correlation coefficient exceeding 0.89 with the actual measurements. By integrating the linear typhoon wind field model, long-term wind field predictions can be made. Furthermore, incorporating the structural dynamic characteristics enables rapid prediction of Kingkey 100's wind-induced response, validating the feasibility of using the intelligent meteorological prediction model for long-term structural response forecasting. This study explores the application of machine learning models to assess wind-induced responses in complex structures. It offers a reference for predicting structural vibration during typhoons, enhancing urban emergency response capabilities, and enabling a shift from reactive emergency measures to proactive decision-making.
引用
收藏
页数:22
相关论文
共 50 条
  • [1] Dynamic characteristics and wind-induced response of two high-rise residential buildings during typhoons
    Campbell, S
    Kwok, KCS
    Hitchcock, PA
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2005, 93 (06) : 461 - 482
  • [3] Effects of high modes on the wind-induced response of super high-rise buildings
    Feng Ruoqiang
    Yan, Guirong
    Ge Jinming
    EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2012, 11 (03) : 427 - 434
  • [4] Effects of high modes on the wind-induced response of super high-rise buildings
    Ruoqiang Feng
    Guirong Yan
    Jinming Ge
    Earthquake Engineering and Engineering Vibration, 2012, 11 : 427 - 434
  • [5] Wind tunnel tests on nonlinear energy sink for mitigating wind-induced responses of high-rise buildings
    Wang, Qinhua
    Yang, Dongxu
    Qiao, Haoshuai
    Huang, Hanjie
    Huang, Peng
    STRUCTURES, 2024, 70
  • [6] WIND-INDUCED RESPONSE OF STRUCTURALLY ASYMMETRIC HIGH-RISE BUILDINGS
    ISLAM, MS
    ELLINGWOOD, B
    COROTIS, RB
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1992, 118 (01): : 207 - 222
  • [7] Wind-tunnel tests on high-rise buildings: wind modes and structural response
    Sepe, Vincenzo
    Vasta, Marcello
    WIND AND STRUCTURES, 2014, 18 (01) : 37 - 56
  • [8] Stochastic harmonic function based wind field simulation and wind-induced reliability of super high-rise buildings
    Chen, Jianbing
    Chen, Youwei
    Peng, Yongbo
    Zhu, Shiyun
    Beer, Michael
    Comerford, Liam
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2019, 133
  • [9] Effects of corner modifications on wind-induced responses of super high-rise buildings by wind tunnel tests based on a novel low-damping elastic test model
    Li, Shouying
    Deng, Yangchen
    Zhong, Zhiheng
    Chen, Zhengqing
    JOURNAL OF BUILDING ENGINEERING, 2023, 67
  • [10] Wind-induced response control model for high-rise buildings based on resizing method
    Choi, Se Woon
    Seo, Ji Hyun
    Lee, Hong Min
    Kim, Yousok
    Park, Hyo Seon
    JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT, 2015, 21 (02) : 239 - 247