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Vibrations of continuous Timoshenko beams on Winkler-Pasternak foundations

✍ Scribed by T.M. Wang; L.W. Gagnon

Publisher
Elsevier Science
Year
1978
Tongue
English
Weight
576 KB
Volume
59
Category
Article
ISSN
0022-460X

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πŸ“œ SIMILAR VOLUMES

FUNDAMENTAL FREQUENCIES OF TIMOSHENKO BE
FUNDAMENTAL FREQUENCIES OF TIMOSHENKO BEAMS MOUNTED ON PASTERNAK FOUNDATION
✍ M. EL-MOUSLY πŸ“‚ Article πŸ“… 1999 πŸ› Elsevier Science 🌐 English βš– 112 KB

Figure 1. (a) A freely vibrating Timoshenko beam mounted on Pasternak foundation. The foundation is modelled as an in"nite series of massless vertical springs of sti!ness k 5 per unit length, connected at top by a shearing layer of shearing sti!ness k . per unit length. (b) A small element of the be

COMMENTS ON β€œFUNDAMENTAL FREQUENCIES OF
COMMENTS ON β€œFUNDAMENTAL FREQUENCIES OF TIMOSHENKO BEAMS MOUNTED ON PASTERNAK FOUNDATION”
✍ M.J. MAURIZI πŸ“‚ Article πŸ“… 2001 πŸ› Elsevier Science 🌐 English βš– 114 KB

In a recent and comprehensive Letter to the Editor [1] approximate explicit formulae have been derived by El-Mously for the fundamental natural frequency for vibration of Timoshenko beams mounted on Pasternak foundation. It is the purpose of this note to mention other previous works in which the ap

VIBRATION OF INITIALLY STRESSED REDDY PL
VIBRATION OF INITIALLY STRESSED REDDY PLATES ON A WINKLER–PASTERNAK FOUNDATION
✍ C.M. Wang; C. Wang; K.K. Ang πŸ“‚ Article πŸ“… 1997 πŸ› Elsevier Science 🌐 English βš– 205 KB

Treated herein is the vibration of isotropic Reddy plates. The plates considered are of general polygonal shape and their edges are all simply supported. Complicating effects such as the presence of initial stresses and a Winkler-Pasternak foundation are also considered. It is shown herein that the

Non-conservative Instability Of A Timosh
Non-conservative Instability Of A Timoshenko Beam Resting On Winkler Elastic Foundation
✍ S.Y. Lee; C.C. Yang πŸ“‚ Article πŸ“… 1993 πŸ› Elsevier Science 🌐 English βš– 237 KB

The transfer matrix method is used to investigate the influence of a Winkler elastic foundation on the non-conservative instability of uniform Timoshenko beams. It is found that the critical flutter load for a cantilever Timoshenko beam subjected to an end-concentrated or linearly distributed tangen