悬臂梁
振动
正常模式
模式(计算机接口)
伯努利原理
物理
声学
梁(结构)
欧拉公式
光学
结构工程
材料科学
数学
数学分析
工程类
计算机科学
热力学
操作系统
作者
George W. Housner,W. O. Keightley
出处
期刊:Journal of the Engineering Mechanics Division
[American Society of Civil Engineers]
日期:1962-04-01
卷期号:88 (2): 95-123
被引量:21
标识
DOI:10.1061/jmcea3.0000289
摘要
Natural frequencies and mode shapes of first 3 modes of vibration of beams are presented for 12 different tapers; tables of displacements and first and second derivatives of displacements are given as determined by digital computer for Bernoulli-Euler beams; accuracy of results examined; tables and graphs given will suffice to determine mode shapes and frequencies of all linearly tapered cantilever beams with adequate accuracy.
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