Modal Analysis of Frame Structure Teaching Building

被引:0
|
作者
Ji Dongyu [1 ]
Li Lamei [2 ]
机构
[1] Hunan Urban Construct Coll, Xiangtan, Peoples R China
[2] North China Univ Water Resources & Elect Power, Zhengzhou, Peoples R China
来源
PROCEEDINGS OF THE 2014 INTERNATIONAL CONFERENCE ON MECHATRONICS, ELECTRONIC, INDUSTRIAL AND CONTROL ENGINEERING | 2014年 / 5卷
关键词
Frame structure; Teaching building; Modal analysis; Finite element method; Vibration frequency;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In order to have a clear understanding for frame structure's vibration modal, and improving the structure's dynamic characteristics. This paper adopts finite element method to simulate and calculate frame structure teaching building, and gets natural frequency and vibration mode of frame structure teaching building, and analyses and explain calculation results. Analysis results show that the frame structure buildings is economic and reasonable, can satisfy the engineering requirement. The results showed that, the first and second order vibration mode of teaching building structure is translational vibration mode, and the upper vibration mode is main, the dynamic characteristics of teaching building structure are more complicated, the vibration modal of teaching building structure are mainly translational in the process of vibration, teaching building structure's transverse stiffness is minimum, the longitudinal stiffness is more smaller, The vertical stiffness is maximum.
引用
收藏
页码:1163 / +
页数:2
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