Volume 37 Issue 2
May  2020
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LIN Yang, FENG Zhou-quan, HUA Xu-gang, CHEN Zheng-qing. ARTIFICIAL BEE COLONY ALGORITHM FOR FLUTTER DERIVATIVES IDENTIFICATION OF BRIDGE DECKS USING FREE VIBRATION RECORDS[J]. Engineering Mechanics, 2020, 37(2): 192-200. DOI: 10.6052/j.issn.1000-4750.2019.03.0143
Citation: LIN Yang, FENG Zhou-quan, HUA Xu-gang, CHEN Zheng-qing. ARTIFICIAL BEE COLONY ALGORITHM FOR FLUTTER DERIVATIVES IDENTIFICATION OF BRIDGE DECKS USING FREE VIBRATION RECORDS[J]. Engineering Mechanics, 2020, 37(2): 192-200. DOI: 10.6052/j.issn.1000-4750.2019.03.0143
shu

ARTIFICIAL BEE COLONY ALGORITHM FOR FLUTTER DERIVATIVES IDENTIFICATION OF BRIDGE DECKS USING FREE VIBRATION RECORDS

  • Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan University, Changsha, Hunan 410082, China

More Information
  • Received Date: March 26, 2019
  • Revised Date: July 03, 2019
    Graphical Abstract
    • Abstract
  • Based on the coupled free vibration records of bridge deck sectional model testing, a flutter derivatives identification method based on the artificial bee colony (ABC) algorithm is proposed. The objective function is constructed as the ensemble residual quadratic sum of the vertical and torsional vibration time histories in the sense of least squares. The ABC algorithm is used to search the optimal parameters so that the value of the objective function is minimized. Compared with other iteration methods, the ABC algorithm can facilitate the identification process with no need for initial values. In order to investigate the effectiveness of the ABC algorithm in the flutter derivatives identification, an ideal thin-plate model simulation and a real bridge sectional model testing are carried out. The results show that the ABC algorithm for the flutter derivatives identification of bridge decks is robust and reliable.
    • FullText(HTML)
    • References (24)
  • [1]
    徐昕宇, 李永乐, 廖海黎, 等. 双层桥面桁架梁三塔悬索桥颤振性能优化风洞试验[J]. 工程力学, 2017, 34(5):142-147. Xu Xinyu, Li Yongle, Liao Haili, et al. Flutter optimization of a double-deck truss-stiffened girder three-tower suspension bridge by wind tunnel tests[J]. Engineering Mechanics, 2017, 34(5):142-147. (in Chinese)
    [2]
    祝志文, 顾明, 陈政清. 桥梁断面颤振导数的CFD全带宽识别法[J]. 工程力学, 2007, 24(9):80-87. Zhu Zhiwen, Gu Ming, Chen Zhengqing. Extraction of flutter derivatives of bridge deck among full bandwidth of reduced wind speeds[J]. Engineering Mechanics, 2007, 24(9):80-87. (in Chinese)
    [3]
    Xu F Y, Zhang Z B. Free vibration numerical simulation technique for extracting flutter derivatives of bridge decks[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2017, 170:226-237.
    [4]
    Andersen M S, Ole Johansson J, Brandt A. Flutter derivatives from free decay tests of a rectangular B/D=10 section estimated by optimized system identification methods[J]. Engineering Structure, 2018, 156:284-293.
    [5]
    Ding Q S, Dong S H, Zhou Z Y. Identification of aerodynamic derivatives of bridge decks at high testing wind speed[J]. Canadian Journal of Civil Engineering, 2018, 45(11):1004-1014.
    [6]
    Ding Q S, Zhou Z Y, Zhu L D, et al. Identification of flutter derivatives of bridge decks with free vibration technique[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2010, 98(12):911-918.
    [7]
    Bartoli G, Contri S, Mannini C, et al. Toward an improvement in the identification of bridge deck flutter derivatives[J]. Journal of Engineering Mechanics, 2009, 135(8):771-785.
    [8]
    陈政清, 胡建华. 桥梁颤振导数识别的时域法与频域法对比研究[J]. 工程力学, 2005, 22(6):127-133. Chen Zhengqing, Hu Jianhua. A comparative study between time-domain method and frequencydomain method for identification of bridge flutter derivatives[J]. Engineering Mechanics, 2005, 22(6):127-133. (in Chinese)
    [9]
    王骑, 李郁林, 李志国, 等. 不同风攻角下薄平板的颤振导数[J]. 工程力学, 2018, 35(10):13-19. Wang Qi, Li Yulin, Li Zhiguo, et al. Flutter derivatives of a thin plate model under different attack angles[J]. Engineering Mechanics, 2018, 35(10):13-19. (in Chinese)
    [10]
    秦仙蓉, 顾明. 紊流风场中桥梁气动导数识别的随机方法[J]. 土木工程学报, 2005, 38(4):73-77. Qin Xianrong, Gu Ming. Stochastic system method for identification of aerodynamic derivatives of bridge decks in turbulent flow[J]. China Civil Engineering Journal, 2005, 38(4):73-77. (in Chinese)
    [11]
    Boonyapinyo V, Janesupasaeree T. Data-driven stochastic subspace identification of flutter derivatives of bridge decks[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2010, 98(12):784-799.
    [12]
    张若雪.桥梁结构气动参数识别的理论和试验研究[D]. 上海:同济大学, 1998:1-112. Zhang Ruoxue. Theoretical and experiment study on identification of aerodynamic derivatives of bridge decks[D]. Shanghai:Tongji University, 1998:1-112. (in Chinese)
    [13]
    丁泉顺. 大跨度桥梁耦合颤抖振响应的精细化分析[D]. 上海:同济大学, 2001:10-90. Ding Quanshun. Refinement of coupled flutter and buffeting analysis for long-span bridges[D]. Shanghai:Tongji University, 2001:10-90. (in Chinese)
    [14]
    李加武, 张斐, 吴拓. 桥梁断面颤振导数识别的加权最小二乘法[J]. 振动工程学报, 2017, 30(6):993-1000. Li Jiawu, Zhang Fei, Wu Tuo. Weighted least square method for identification of flutter derivatives of bridge section[J]. Journal of vibration engineering, 2017, 30(6):993-1000. (in Chinese)
    [15]
    Gu M, Zhang R X, Xiang H F. Identification of flutter derivatives of bridge decks[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2000, 84(2):151-162.
    [16]
    李永乐, 廖海黎, 强士中. 桥梁断面颤振导数识别的加权整体最小二乘法[J]. 土木工程学报, 2004, 37(3):80-84. Li Yongle, Liao Haili, Qiang Shizhong. Identification for flutter derivatives of bridge deck cross section by weighting ensemble least-square method[J]. China Civil Engineering Journal, 2004, 37(3):80-84. (in Chinese)
    [17]
    祝志文, 顾明. 基于自由振动响应识别颤振导数的特征系统实现算法[J]. 振动与冲击, 2006, 25(5):28-31. Zhu Zhiwen, Gu Ming. Identification of flutter derivatives by using eigensystem realization algorithm[J]. Journal of Vibration and Shock, 2006, 25(5):28-31. (in Chinese)
    [18]
    李友祥, 祝志文, 陈政清. 识别桥梁断面颤振导数的快速相关特征系统实现算法[J]. 振动与冲击, 2008(8):117-120. Li Youxiang, Zhu Zhiwen, Chen Zhengqing. Implementation of eigensystem realization algorithm with data correlation to identify flutter derivatives of bridges[J]. Journal of Vibration and Shock, 2008(8):117-120. (in Chinese)
    [19]
    许福友, 陈艾荣, 张哲. 识别桥梁断面18个颤振导数的梯度下降算法[J]. 工程力学, 2008, 25(6):81-87. Xu Fuyou, Chen Airong, Zhang Zhe. Identification of 18 flutter derivatives of bridge decks using gradient declining algorithm[J]. Engineering Mechanics, 2008, 25(6):81-87. (in Chinese)
    [20]
    许福友, 陈艾荣, 马如进. 桥梁断面颤振导数识别的随机搜索方法[J]. 土木工程学报, 2006, 39(7):63-68. Xu Fuyou, Chen Airong, Ma Rujin. Identification of flutter derivatives of bridge decks on the basis of stochastic search technique[J]. China Civil Engineering Journal, 2006, 39(7):63-68. (in Chinese)
    [21]
    Karaboga D. An idea based on honey bee swarm for numerical optimization. Technical Report-TRo6[R]. Kayseri:Erciyes University, 2005:1-10.
    [22]
    陈政清. 桥梁风工程[M]. 北京:人民交通出版社, 2005:5. Cheng Zhengqing. Bridge wind engineering[M]. Beijing:China Communications Press, 2005:5. (in Chinese)
    [23]
    江铭炎, 袁东风. 人工蜂群算法及其应用[M]. 北京:科学出版社, 2014:11. Jiang Mingyan, Yuan Dongfeng. Atificial bee colony algorithm and its application[M]. Beijing:Science Press, 2014:11. (in Chinese)
    [24]
    Theodorson T. General theory of aerodynamic instability and mechanism of flutter[R]. Washington:NACA Report No.496, 1935:413-433.
    • Related Articles

  • Related Articles

    [1]WEI Ke-lun, XU Ya-zhou, REN Qian-qian, HAO Bin. PARAMETER IDENTIFICATION METHOD OF STRUCTURAL MODEL BASED ON COMPRESSED MONTE CARLO PARTICLE FILTER ALGORITHM[J]. Engineering Mechanics. DOI: 10.6052/j.issn.1000-4750.2024.07.0509
    [2]YANG Ge, SHEN Han-rui, WANG Zhen, WU Bin. REAL-TIME HYBRID SIMULATION METHOD BASED ON PARAMETER IDENTIFICATION AND NEURAL NETWORK SURROGATE MODEL[J]. Engineering Mechanics. DOI: 10.6052/j.issn.1000-4750.2024.02.0116
    [3]XU Xin, SHI Zhi-yu. PARAMETER IDENTIFICATION FOR TIME-VARYING SYSTEM USING STATE SPACE AND WAVELET METHOD[J]. Engineering Mechanics, 2011, 28(3): 23-028.
    [4]XU Fu-you, CHEN Ai-rong, ZHANG Zhe. IDENTIFICATION OF 18 FLUTTER DERIVATIVES OF BRIDGE DECKS USING GRADIENT DECLINING ALGORITHM[J]. Engineering Mechanics, 2008, 25(6): 81-087.
    [5]ZHANG Qing-hua, LI Qiao, TANG Liang. A STATISTICAL DAMAGE ASSESSMENT METHOD BASED ON PARAMETER ESTIMATION[J]. Engineering Mechanics, 2007, 24(8): 15-021.
    [6]CHANG Jun, ZHANG Qi-wei. APPLICATION OF STABILIZATION DIAGRAM FOR MODAL PARAMETER IDENTIFICATION USING STOCHASTIC SUBSPACE METHOD[J]. Engineering Mechanics, 2007, 24(2): 39-044.
    [7]XIE Xian-zhong, YI Wei-jian. A SUBSTRUCTURE METHOD FOR PARAMETER ESTIMATION IN TIME DOMAIN[J]. Engineering Mechanics, 2005, 22(5): 94-98.
    [8]QU Jie, JIN Quanlin, XU Bingye. MATERIAL PARAMETER IDENTIFICATION OF SUPERPLASTIC CONSTITUTIVE RELATION[J]. Engineering Mechanics, 2004, 21(4): 17-21.
    [9]ZHANG Xu-hong, ZHOU Yun, ZHANG Shan-yuan. INTEGRATED OPTIMAL METHOD FOR HYBRID CONTROL OF STRUCTURAL RANDOM VIBRATION[J]. Engineering Mechanics, 2003, 20(1): 37-41.
    [10]DONG Ya-Min, FENG Feng, HUANG Ke-zhi. STUDY ON VARIOUS EXECUTIVE METHODS FOR DUCTILE FRACTURE ASSESSMENT AND THEIR RELIABILITY[J]. Engineering Mechanics, 2000, 17(3): 10-15.

  • Cited by

    Periodical cited type(14)

    1. 郑宇欣，余传锦，刘多特. 山区大跨度窄梁悬索桥静风稳定及抖振性能研究. 世界桥梁. 2024(02): 81-87 .
    2. 何旭辉，段泉成，严磊，卢同庆. 基于HGWOP的自由振动响应下桥梁断面颤振导数识别. 工程力学. 2024(10): 33-42 . 本站查看
    3. 周涛，邓宇，陈晓虎，王文熙，周明星，华旭刚，陈政清. 大跨度钢箱桁组合连续梁桥涡振性能研究. 工程力学. 2023(02): 213-221 . 本站查看
    4. 卞其翀. 基于改进ABC算法的电梯群控调控系统在智能化建筑中的应用. 佳木斯大学学报(自然科学版). 2023(01): 63-67 .
    5. 沈学港，江守燕，储冬冬. 基于动力XFEM的结构内多缺陷三步反演法. 力学与实践. 2023(02): 379-388 .
    6. 王俊，李加武，王峰，张久鹏，黄晓明. 简化U形峡谷风速分布及其对悬索桥抖振响应的影响. 吉林大学学报(工学版). 2023(06): 1658-1668 .
    7. 何能，王学勇，殷平，张旭东. 辨识主梁颤振导数的三种时域方法对比研究. 建筑结构. 2023(S1): 889-894 .
    8. 封周权，林阳，华旭刚，陈政清. 桥梁颤振导数识别及颤振分析的不确定性研究. 中国公路学报. 2023(08): 14-21 .
    9. 周敦凯，周金松. 基于vmvare虚拟化架构的网络功能调度方法仿真. 计算机仿真. 2023(11): 393-397 .
    10. 刘祖军，贾明晓，杨詠昕. 箱梁表面的压力分布对颤振稳定性的影响. 工程力学. 2022(12): 98-107+129 . 本站查看
    11. 傅立磊. 基于随机激励响应的参数识别相关函数法. 重庆交通大学学报(自然科学版). 2021(04): 70-75 .
    12. 唐煜，岳杰，华旭刚. 基于人工蜂群算法的桥梁有限元模型局部刚度修正. 铁道科学与工程学报. 2021(09): 2333-2343 .
    13. 赵天祺，勾红叶，陈萱颖，李文昊，梁浩，陈子豪，周思清. 桥梁信息化及智能桥梁2020年度研究进展. 土木与环境工程学报(中英文). 2021(S1): 268-279 .
    14. 王凌波，王秋玲，朱钊，赵煜. 桥梁健康监测技术研究现状及展望. 中国公路学报. 2021(12): 25-45 .

    Other cited types(7)

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (668) PDF downloads (144) Cited by(21)
    Related

    京ICP备18030614号

    Copyright © 《工程力学》编辑部

    Address: North-Star Times Tower, No.8 Beichendong Road, Chaoyang District, Beijing, China China Pos: 100084

    Tel: (010)62788648 Fax: 021-64253812 Email: gclxbjb@tsinghua.edu.cn

    Supported by: Beijing Renhe Information Technology Co.,Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return