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BRIEF NOTES

Closed-Form Representation of Beam Response to Moving Line Loads

[+] Author and Article Information
Lu Sun

Department of Civil Engineering, The University of Texas at Austin, ECJ Hall 6.10, Austin, TX 78712 e-mail: lusun@mail.utexas.edu

J. Appl. Mech 68(2), 348-350 (Oct 26, 2000) (3 pages) doi:10.1115/1.1352064 History: Received January 25, 2000; Revised October 26, 2000
Copyright © 2001 by ASME
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References

Fryba, L., 1977, Vibration of Solids and Structures Under Moving Loads, Noordhoff, Groningen, The Netherlands.
Kenney,  J. T., 1954, “Steady State Vibrations of Beam on Elastic Foundation for Moving Loads,” ASME J. Appl. Mech., 21, pp. 359–364.
Steele,  C. R., 1967, “The Finite Beam With a Moving Load,” ASME J. Appl. Mech., 34, p. 111.
Huang,  C. C., 1977, “Traveling Loads on a Viscoelastic Timoshenko Beam,” ASME J. Appl. Mech., 44, pp. 183–184.
Choros,  J., and Adams,  G. G., 1979, “A Steadily Moving Load on an Elastic Beam Resting on a Tensionless Winkler Foundation,” ASME J. Appl. Mech., 46, No. 1, pp. 175–180.
Jezequel,  L., 1981, “Response of Periodic Systems to a Moving Load,” ASME J. Appl. Mech., 48, pp. 613–618.
Elattary,  M. A., 1991, ‘Moving Loads on an Infinite Plate Strip of Constant Thickness,” J. Phys. D: Appl. Phys., 24, No. 4, 541–546.
Lee,  H. P., 1994, “Dynamic Response of a Beam With Intermediate Point Constraints Subject to a Moving Load,” J. Sound Vib., 171, No. 3, pp. 361–368.
Sun,  L., and Deng,  X., 1997, “Transient Response for Infinite Plate on Winkler Foundation by a Moving Distributed Load,” Chin. J. Appl. Mech., 14, No. 2, pp. 72–78.
Sun, L., 1998, “Theoretical Investigations on Vehicle-Ground Dynamic Interaction,” Final Report prepared for National Science Foundation of China, Southeast University, Nanjing, China.
Sun,  L., and Greenberg,  B., 2000, “Dynamic Response of Linear Systems to Moving Stochastic Sources,” J. Sound Vib., 229, No. 4, pp. 957–972.
Benedetti,  G. A., 1974, “Dynamic Stability of a Beam Loaded by a Sequence of Moving Mass Particles,” ASME J. Appl. Mech., 41, pp. 1069–1071.

Figures

Grahic Jump Location
Poles of the beam on an elastic foundation with tiny amount of damping

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