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基于改进确定-随机子空间算法的桥梁结构模态参数识别
引用本文:陈永高,钟振宇,何杰. 基于改进确定-随机子空间算法的桥梁结构模态参数识别[J]. 振动与冲击, 2021, 0(2): 220-227
作者姓名:陈永高  钟振宇  何杰
作者单位:浙江工业职业技术学院建筑工程学院;浙江大学建筑工程学院;中铁二院工程集团有限责任公司
基金项目:浙江省教育厅科研项目(Y201941529)。
摘    要:为了实现桥梁结构模态参数的智能化在线跟踪识别,提出了一种基于滑窗技术、模糊C均值聚类算法与确定-随机子空间算法的时域识别(SC-CDSI)算法.对桥梁结构的输入信号和输出信号进行加窗划分处理,分析了窗函数、窗口大小及窗口步长的确定标准;将频率、阻尼比及模态振型作为模糊C均值聚类算法的聚类元素完成对稳定图中有效模态的智能...

关 键 词:桥梁结构  滑窗技术  确定-随机子空间(CDSI)算法  模糊C均值聚类算法  有效模态

Modal parameter identification of bridge structures based on an improved deterministie-stochastic subspace identification method
CHEN Yonggao,ZHONG Zhenyu,HE Jie. Modal parameter identification of bridge structures based on an improved deterministie-stochastic subspace identification method[J]. Journal of Vibration and Shock, 2021, 0(2): 220-227
Authors:CHEN Yonggao  ZHONG Zhenyu  HE Jie
Affiliation:(School of Civil Engineering and Architecture,Zhejiang Industry Polytechnic College,Shaoxing 312000,China;College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310058,China;China Railway EryuanEngineering Group Co.,Ltd.,Chengdu 610031,China)
Abstract:In order to realize the intelligent online tracking and identification of bridge structural modal parameters,a novel time-domain identification method based on a sliding window-fuzzy C-means algorithm combined with the deterministic-stochastic subspace identification(SC-CDSI)method was proposed.The input and output signals of the bridge structure were divided into separate windows,then the determination standards of window function,window length and step length were analyzed.The frequency,damping ratio and mode shape were used as the clustering elements of the fuzzy C-means clustering algorithm to complete the intelligent identification of effective modes in the stability diagram.A shaking-table test bridge model was used as a parameter identification object,and its results were compared with the MIDAS finite element results.The results indicate that the proposed SC-CDSI method can precisely realize the intelligent online tracking and identification of the frequency of bridge structures and its identification result exhibits higher stability and reliability.
Keywords:bridge structure  sliding window technique  combined deterministic-stochastic subspace identification(CDSI)  fuzzy C-means algorithm  effective mode
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