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静-动结合法应用于简支梁的损伤识别研究

Study on Simply Supported Beam Damage Identification Using the Method of Statics and Dynamics Combined

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【作者】 王静吴春利曲肖龙

【Author】 WANG Jing1,WU Chun-li2,QU Xiao-long3(1:School of Communicaion Engineering,Jilin Institute of Architecture and Civil Engineering,Changchun,China 130118;2:School of traffic,Jilin University,Changchun,China 130022;3:Jilin Highway Survey and Design Institute,Changchun,China 130022)

【机构】 吉林建筑工程学院交通科学与工程学院吉林大学交通学院吉林省公路勘测设计院

【摘要】 在现有的研究成果基础上,探讨了静-动结合方法用于结构损伤识别的理论基础及可行性.由室内4片梁试验测得的各参数之数据,统计回归出静、动力参数间的关系,力求得到静力参数为因变量,动态参数为自变量的函数关系,从而实现由动力试验得出结构的静刚度,以明确结构的实际状态,以动测静,以刚度求承载力,使检测技术在整体分析基础上判定损伤程度,用最经济的投入取得最有效的结果.

【Abstract】 Based on the study present,the paper is mainly focused on the theoretical basis and feasibility of the method of statics and dynamics combined for structural damage detection.The relation of static parameters and dy-namic parameters will be got from the experimental results.And what the aim is to attain the function whose depen-dent variable is static parameters and independent variable is dynamic parameters.Then the static stiffness of struc-ture can be attained by dynamic test,and the real state of structure can be known.In short,we can get static data from dynamic test and so do bearing capacity from stiffness.Structural damage degree can be known from detection based on the global analysis and the most valid result can be gained with the least input.

  • 【文献出处】 吉林建筑工程学院学报 ,Journal of Jilin Institute of Architecture & Civil Engineering , 编辑部邮箱 ,2010年05期
  • 【分类号】U441.4
  • 【被引频次】2
  • 【下载频次】67
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