✦ LIBER ✦

Determination of the parameters of a rigid body clamped at an end of a beam from the natural frequencies of vibrations

✍ Scribed by A. M. Akhtyamov; C. F. Urmancheev

Book ID: 111471255
Publisher: Pleiades Publishing
Year: 2010
Tongue: English
Weight: 408 KB
Volume: 4
Category: Article
ISSN: 1990-4789
DOI: 10.1134/s1990478910010011

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Vibration of two cantilever beams clampe

Vibration of two cantilever beams clamped at one end and connected by a rigid body at the other

✍ Kyung Taek Lee 📂 Article 📅 2009 🏛 Springer-Verlag 🌐 English ⚖ 453 KB

Vibration of a Euler-Bernoulli uniform b

Vibration of a Euler-Bernoulli uniform beam carrying a rigid body at each end

✍ Naguleswaran, S. 📂 Article 📅 2006 🏛 SAGE Publications 🌐 English ⚖ 28 KB

METHOD DETERMINING NATURAL FREQUENCIES O

METHOD DETERMINING NATURAL FREQUENCIES OF BENDING VIBRATION. A METHOD OF DETERMINING THE NATURAL FREQUENCIES OF BENDING VIBRATION OF UNIFORM BEAMS

✍ Fay, James A. 📂 Article 📅 2009 🏛 Wiley (Blackwell Publishing) ⚖ 446 KB

A note on the vibrations of a clamped-fr

A note on the vibrations of a clamped-free beam with a mass at the free end

✍ P.A.A. Laura; J.L. Pombo; E.A. Susemihl 📂 Article 📅 1974 🏛 Elsevier Science 🌐 English ⚖ 343 KB

On the determination of natural frequenc

On the determination of natural frequencies of a cantilever beam in free bending vibration: a rigid multibody approach

✍ Šalinić, Slaviša; Nikolić, Aleksandar 📂 Article 📅 2013 🏛 Springer 🌐 German ⚖ 486 KB

Vibrations of a timoshenko beam clamped

Vibrations of a timoshenko beam clamped at one end and carrying a finite mass at the other

✍ R.E. Rossi; P.A.A. Laura 📂 Article 📅 1990 🏛 Elsevier Science 🌐 English ⚖ 330 KB

## A BSTRA CT The present paper deals with an exact solution of the title problem. Modal shapes and natural frequency coefficients are determined for a significant range of the mechanical andgeometric parameters that come into play. When the parameter I/A L z (where I is cross-sectional moment of