首页 | 本学科首页   官方微博 | 高级检索  
     

一种基于振型正交化的元素型模型修正方法
引用本文:郭杏林,高海洋.一种基于振型正交化的元素型模型修正方法[J].振动与冲击,2011,30(6):5-9.
作者姓名:郭杏林  高海洋
作者单位:大连理工大学 工业装备结构分析国家重点实验室,大连 116023
摘    要:在振型正交化的一阶增量摄动格式基础上,综合元素型方法的灵活特点与矩阵型方法的公式简洁的优点,提出了内部元素联系矩阵这一概念,保持了刚度矩阵和质量矩阵的物理特性和内部元素的关联性的同时,有效的降低了求解增量方程组的欠定性,而且仅用前几阶试验频率和振型就能有效的修改系统的动力特性。最后分别用前两阶和前三阶试验频率及振型修正一个楼板结构和一个平面框架结构,表明了本方法的有效性和鲁棒性

关 键 词:工程结构    模型修正    振型正交化    欠定方程组  
收稿时间:2010-3-4
修稿时间:2010-5-20

Improved direct method for updating structural models based on eigenvectors orthogonality
GUO Xing-lin,GAO Hai-yang.Improved direct method for updating structural models based on eigenvectors orthogonality[J].Journal of Vibration and Shock,2011,30(6):5-9.
Authors:GUO Xing-lin  GAO Hai-yang
Affiliation:State Key Laboratory of Structural Analysis for Industry Equipment , Dalian University of Technology, Dalian 116023, China
Abstract:A direct method based on orthogonality conditions of eigenvectors was improved for updating the mass and stiffness matrices of a structural model.Combining the merits of element method with those of matrix method,the concept of inner elements association matrix was presented to make the updated mass and stiffness matrices physically meaningful.Dynamic characteristics of the structures can be effectively modified using measured first few eigenmodes.The models of a five-story building and a plane frame struct...
Keywords:engineering structure  model updating  orthogonal eigenvectors  underdetermined equation  
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《振动与冲击》浏览原始摘要信息
点击此处可从《振动与冲击》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号