深圳大学学报(理工版)
深圳大學學報(理工版)
심수대학학보(리공판)
JOURNAL OF SHENZHEN UNIVERSITY (SCIENCE & ENGINEERING)
2009年
4期
394-399
,共6页
张敏%谢慧才%Sung-Han Sim%B.F.Spencer Jr.
張敏%謝慧纔%Sung-Han Sim%B.F.Spencer Jr.
장민%사혜재%Sung-Han Sim%B.F.Spencer Jr.
结构健康监测%传感器网络结构%随机子空间%粒子群优化算法%模态参数
結構健康鑑測%傳感器網絡結構%隨機子空間%粒子群優化算法%模態參數
결구건강감측%전감기망락결구%수궤자공간%입자군우화산법%모태삼수
structural health monitoring%smart sensor networks%stochastic subspace identification%particle swarm optimization%modal parameters
针对大型建筑结构集中处理庞大数据获得结构模态参数的不便性,提出适用于密集布排的传感器网络结构的分布式模态参数识别方法.以混凝土钢管拱桥为实验平台,按不同子结构划分工况,通过随机子空间方法有效地从环境激励下的响应中提取子结构模态参数,结合稳定图进行子结构系统定阶,去除虚假模态.利用粒子群优化算法和平均技术调整子结构振型,获取桥梁结构的整体振型.以模态置信度为判据对比分析该分布式算法和集中式算法的识别结果.结果表明,该方法具有良好的识别效果,可用于不同形式复杂结构的模态振型识别.
針對大型建築結構集中處理龐大數據穫得結構模態參數的不便性,提齣適用于密集佈排的傳感器網絡結構的分佈式模態參數識彆方法.以混凝土鋼管拱橋為實驗平檯,按不同子結構劃分工況,通過隨機子空間方法有效地從環境激勵下的響應中提取子結構模態參數,結閤穩定圖進行子結構繫統定階,去除虛假模態.利用粒子群優化算法和平均技術調整子結構振型,穫取橋樑結構的整體振型.以模態置信度為判據對比分析該分佈式算法和集中式算法的識彆結果.結果錶明,該方法具有良好的識彆效果,可用于不同形式複雜結構的模態振型識彆.
침대대형건축결구집중처리방대수거획득결구모태삼수적불편성,제출괄용우밀집포배적전감기망락결구적분포식모태삼수식별방법.이혼응토강관공교위실험평태,안불동자결구화분공황,통과수궤자공간방법유효지종배경격려하적향응중제취자결구모태삼수,결합은정도진행자결구계통정계,거제허가모태.이용입자군우화산법화평균기술조정자결구진형,획취교량결구적정체진형.이모태치신도위판거대비분석해분포식산법화집중식산법적식별결과.결과표명,해방법구유량호적식별효과,가용우불동형식복잡결구적모태진형식별.
For large-scale civil structures,the rich information can be harvested from a dense array of sensors. This is a big challenge for centralized processing technique. A distributed method to obtain modal parameters in smart sensor networks (SSN) with a dense array of sensors is proposed. Using a concrete-filled steel arch bridge as a testing model, Stochastic subspace identification is implemented to identify local modal parameters from ambient vibration response for the different subgroups cases. Stabilization diagram is a novel approach to define the rank of the system while get rid of noisy modes. Global mode shape is combined from rescaled local mode shapes through particle swarm optimization and average method. The results show that it enjoys a better efficiency according to modal assurance criterion (MAC). This distributed method can be applied to any other complicated structures to determine modal parameters.