期刊文献+

小波变换在钢管混凝土拱桥模态参数识别中的应用

Application of Wavelet Variation to the Identification of Modal Parameters for Big-span,Concrete-filled and Steel-tubular Arch Bridge
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摘要 小波分析方法能较为准确地识别结构的模态参数即频率和阻尼.将小波理论应用于钢管混凝土拱桥的模态参数识别当中,以四川白日坝大桥为工程实例,得到该桥的频率与阻尼,并与理论值进行了对比,结果吻合良好,证明其在实际工程应用中的有效性和可靠性. Wavelet analysis can accurately identify a structure's modal parameters, i. e. , its frequency and damping. Taking Bairiba Bridge in Sichuan Province as practical example and applying wavelet analysis to the identification of its modal parameters, this paper obtained its frequency and damping and compared them with its theoretical values. Good coincidence of results demonstrates that this analysis method is valid and reliable in engineering application.
作者 黄伟 贺国京
出处 《中南林业科技大学学报》 CAS CSCD 北大核心 2009年第4期105-110,共6页 Journal of Central South University of Forestry & Technology
基金 湖南省自然科学基金项目(05JJ30083) 湖南省教育厅项目(06C897) 中南林业科技大学青年基金项目(06025B)
关键词 桥梁 钢管混凝土拱桥 小波变换 模态参数识别 bridge concrete-filled and steel-tubular arch bridge wavelet variation modal parameter identification
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参考文献5

  • 1彭玉华.小波变换与工程应用[M].北京:科学出版社,2002.
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