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
  • [41] Analysis of three dimensional equivalent static wind loads of symmetric high-rise buildings based on wind tunnel tests
    Liang, Shuguo
    Zou, Lianghao
    Wang, Dahai
    Huang, Guoqing
    WIND AND STRUCTURES, 2014, 19 (05) : 565 - 583
  • [42] The influence of interactions between two high-rise buildings on the wind-induced moment
    Yadav H.
    Roy A.K.
    Kumar A.
    Asian Journal of Civil Engineering, 2024, 25 (1) : 371 - 383
  • [43] Effect of time-variant structural modal parameters on accurate estimation of wind-induced dynamic responses of high-rise buildings during typhoons
    Li, Qiu-Sheng
    Han, Xu-Liang
    Zhou, Kang
    JOURNAL OF BUILDING ENGINEERING, 2022, 56
  • [44] A practical combination method for wind-induced responses of high-rise buildings: Based on the correlation of extremes
    Pan, Xiaowang
    Qu, Wenzhong
    Zou, Lianghao
    Xu, Guoji
    Song, Jie
    STRUCTURES, 2022, 36 : 126 - 139
  • [45] Response spectrum method for calculation of across-wind induced response of super high-rise buildings
    China Academy of Building Research, Beijing
    100013, China
    Tumu Gongcheng Xuebao, (82-87):
  • [46] Effects of Different Frequency Sensitivity Models of a Viscoelastic Damper on Wind-Induced Response of High-Rise Buildings
    Sato, Daiki
    Chang, Ting-Wei
    Chen, Yinli
    BUILDINGS, 2022, 12 (12)
  • [47] A computer vision-based vibration measurement method for wind tunnel tests of high-rise buildings
    Huang, Mingfeng
    Zhang, Baiyan
    Lou, Wenjuan
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2018, 182 : 222 - 234
  • [48] Study on wind-induced vibration control of linked high-rise buildings by using TMDI
    Zhu, Zhiwen
    Lei, Wei
    Wang, Qinhua
    Tiwari, Nayandeep
    Hazra, Budhaditya
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2020, 205
  • [49] Optimum study on wind-induced vibration control of high-rise buildings with viscous dampers
    Zhou, Yun
    Wang, DaYang
    Deng, XueSong
    WIND AND STRUCTURES, 2008, 11 (06) : 497 - 512
  • [50] Modeling comfort criterion for wind-induced motion in high-rise buildings by fuzzy reasoning
    Liu, MY
    Chiang, WL
    Chu, CR
    FIRST INTERNATIONAL SYMPOSIUM ON WIND AND STRUCTURES FOR THE 21ST CENTURY, 2000, : 407 - 414