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Vibration of beams with general boundary conditions due to a moving random load

โœ Scribed by M. Abu-Hilal


Publisher
Springer
Year
2003
Tongue
English
Weight
544 KB
Volume
72
Category
Article
ISSN
0939-1533

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๐Ÿ“œ SIMILAR VOLUMES


VIBRATION OF BEAMS WITH GENERAL BOUNDARY
โœ M. ABU-HILAL; M. MOHSEN ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 230 KB

Vibrational behavior of elastic homogeneous isotropic beams with general boundary conditions due to a moving harmonic force is analyzed. The analysis duly considers beams with four di!erent boundary conditions; these include pinned}pinned, "xed}"xed, pinned}"xed, and "xed}free. The response of beams

MOVING LOADS ON BEAMS WITH GENERAL BOUND
โœ H.S. Zibdeh; R. Rachwitz ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 545 KB

The problem of transverse vibrations of homogeneous isotropic beams due to the passage of different types of loads is of considerable practical interest. The occurrence of millions of repetitions of this type of loading system would certainly jeopardize the life of many types of structures that aris

RANDOM VIBRATION OF MULTI-SPAN TIMOSHENK
โœ R.-T. Wang; T.-Y. Lin ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 238 KB

The method of modal analysis is presented to investigate the random vibration of a multi-span Timoshenko beam due to a load moving at a constant velocity. The load is considered to be a stationary process with a constant mean value and a variance. The effects of both velocity and statistical charact

VIBRATION ANALYSIS OF BEAMS WITH GENERAL
โœ M.ABU HILAL; H.S. ZIBDEH ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 194 KB

This paper contributes to the basic fundamental problem of vibration of elastic homogeneous isotropic beam with general boundary conditions traversed by moving loads. Closed-form solutions for the response of beams subjected to a single deterministic moving force are obtained. The moving force is as

FREE VIBRATIONS OF BEAMS WITH GENERAL BO
โœ W.L. LI ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 180 KB

A simple and uni"ed approach is presented for the vibration analysis of a generally supported beam. The #exural displacement of the beam is sought as the linear combination of a Fourier series and an auxiliary polynomial function. The polynomial function is introduced to take all the relevant discon