Improved approximate formulas for the natural frequencies of simply supported Bernoulli–Euler beams with rotational restrains at the ends
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Mechanics of Materials,Acoustics and Ultrasonics,Condensed Matter Physics
Reference6 articles.
1. A simple approximation for the natural frequencies of partially restrained bars;Newmark;Journal of Applied Mechanics,1952
2. An almost semicentennial formula for a simple approximation of the natural frequencies of Bernoulli–Euler beams;Maurizi;Journal of Sound and Vibration,2003
3. Approximate formula for determining the fundamental frequency of a restrained cantilever;Liu;Journal of Sound and Vibration,1988
4. Comments on a note on vibrations of generally restrained beams;Maurizi;Journal of Sound and Vibration,1991
5. Relations between frequency equations of single-span beams;Nànàsi;Journal of Sound and Vibration,1994
Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. The impact of root flexibility on the fundamental frequency of a restrained cantilever beam;International Journal of Mechanical Engineering Education;2017-01-22
2. Remedy to Overestimation of Classical Interval Analysis: Analysis of Beams with Uncertain Boundary Conditions;Shock and Vibration;2013
3. Stability studies for curved beams;Journal of Mechanics of Materials and Structures;2009-12-26
4. Vibration characteristics of curved beams;Journal of Mechanics of Materials and Structures;2009-06-01
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