𝔖 Bobbio Scriptorium
✦   LIBER   ✦

DYNAMIC ANALYSIS OF A CHANNEL BEAM DUE TO A MOVING LOAD

✍ Scribed by J.-S. Wu; K.-Z. Chen


Publisher
Elsevier Science
Year
1995
Tongue
English
Weight
405 KB
Volume
188
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.

✦ Synopsis


Based on the physical properties and sectional dimensions of a conventional channel beam, a new channel beam (called the ''iso-moment-of-inertia'' beam), with area moment of inertia about the unsymmetrical principal axis of the cross-section equal to that about the symmetrical one, is obtained. The dynamic responses of the new channel beam subjected to a moving load are then investigated. It is found that the dynamic behaviors of coupled vibration and uncoupled vibration of the iso-moment-of-inertia beam are very different. The degree of divergence has something to do with the moving load speed and the effects of shear deformation, rotatory inertia, and warping torsion.


πŸ“œ SIMILAR VOLUMES


Dynamic Response of a Rotating Beam Subj
✍ S.H. Zibdeh; S.H. Juma πŸ“‚ Article πŸ“… 1999 πŸ› Elsevier Science 🌐 English βš– 305 KB

The problem of transverse vibrations of homogeneous isotropic rotating beams due to the passage of dierent types of loads is of considerable practical interest. Using analytical and numerical methods, this paper investigates the stochastic dynamic response of a rotating simply supported beam subject

RANDOM VIBRATION OF MULTI-SPAN TIMOSHENK
✍ R.-T. Wang; T.-Y. Lin πŸ“‚ Article πŸ“… 1998 πŸ› Elsevier Science 🌐 English βš– 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

Dynamic Response of a Beam With Intermed
✍ H.P. Lee πŸ“‚ Article πŸ“… 1994 πŸ› Elsevier Science 🌐 English βš– 214 KB

The transverse vibration of a beam with intermediate point constraints subject to a moving load is analyzed by using the Euler beam theory and the assumed mode method. The point constraints in the form of supports are assumed to be linear springs of large stiffness. Results of numerical simulations

DYNAMIC ANALYSIS OF BEAMS ON AN ELASTIC
✍ D. Thambiratnam; Y. Zhuge πŸ“‚ Article πŸ“… 1996 πŸ› Elsevier Science 🌐 English βš– 310 KB

A simple procedure based on the finite element method has been developed for treating the dynamic analysis of beams on an elastic foundation subjected to moving point loads, where the foundation has been modelled by springs of variable stiffness. The effect of the speed of the moving load, the found

VIBRATION OF BEAMS WITH GENERAL BOUNDARY
✍ M. ABU-HILAL; M. MOHSEN πŸ“‚ Article πŸ“… 2000 πŸ› Elsevier Science 🌐 English βš– 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