钢管混凝土拱桥的模拟损伤动力诊断分析
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摘要
探讨了钢管混凝土拱桥的损伤诊断方法。考虑到钢管混凝土拱桥结构的复杂性,提出基于桥梁动力特性,结合人工神经网络的3阶段分步法对钢管混凝土拱桥进行损伤诊断,先进行桥梁的异常检测,再确定损伤区段,最后评估构件的损伤程度。建立了三维有限元模型,对江汉三桥进行了动力模拟损伤诊断分析,验证了所述方法的可行性。
The damage diagnose method of concrete-filled steel tube arch bridge was studied. This paper gave the three-stage hierarchical identification strategy used for the damage diagnose. Firstly, a neural network technique was proposed for damage alarming. The second stage was to identify the deck segment, which contained damaged members. The third stage was to identify the damage extent of specific members. The result of simulation diagnose analysis of the Third Jianghan Bridge have verified the feasibility of the stated method.
引文
[1] Fryba L,Pirner M. Load Test and Modal Analysis of Bridges[J]. Engineering Structures,2001,23(1):102~109.
    [2]秦权,张卫国.悬索桥的损伤识别[J].清华大学学报(自然科学版),1998,38(12):44~47.
    [3]高赞明,孙宗光.基于振动方法的汲水门大桥损伤检测研究[J].地震工程与工程振动,2001,21(4):117~124.
    [4]姜绍飞.基于神经网络的结构优化与损伤检测[M].北京:科学出版社,2002.
    [5]郭国会.桥梁结构动力损伤诊断方法的研究[D].长沙:湖南大学,2001.
    [6]禹丹江,陈淮.桥梁损伤检测的曲率模态方法探讨[J].郑州大学学报(工学版),2002,23(3):104~106.
    [7]董聪,丁辉,高嵩.结构损伤识别和定位的基本原理与方法[J].中国铁道科学,1999,20(3):89~94.
    [8]邓焱,严普强.梁及桥梁应变模态与损伤测量的新方法[J].清华大学学报(自然科学版),2000,40(11):123~127.
    [9]唐小兵,沈成武,陈定方.结构损伤识别的柔度曲率法[J].武汉理工大学学报,2001,23(8):18~20.

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