Response of Elastic Continuum Carrying Multiple Moving Oscillators-Reference-Cited by-同舟云学术

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Response of Elastic Continuum Carrying Multiple Moving Oscillators

Published:2001-03 Issue:3 Volume:127 Page:260-265
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Pesterev A. V.¹²³⁴⁵,Yang B.¹²³⁴⁵,Bergman L. A.¹²³⁴⁵,Tan C.-A.¹²³⁴⁵

Affiliation:

1. Member, ASCE

2. Sr. Res., Inst. for Sys. Anal., Russian Acad. of Sciences, Moscow, Russia.

3. Assoc. Prof., Dept. of Mech. Engrg., Univ. of Southern California, Los Angeles, CA.

4. Prof., Aeronautical and Astronautical Engrg. Dept., Univ. of Illinois, Urbana, Ill 61801-2935.

5. Assoc. Prof., Dept. of Mech. Engrg., Wayne State Univ., Detroit, MI.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A3%28260%29

Reference25 articles.

1. Adams G. G. ( 1995). “Critical speeds and the response of a tensioned beam on an elastic foundation to repetitive moving loads.” Int. J. Mech. Sci . 37(7) 773–781.

2. Chen C. H. and Wang K. W. ( 1994). “An integrated approach toward the modeling and dynamic analysis of high-speed spindles. II: Dynamics under moving end load.” J. Vibration and Acoustics 116 514–522.

3. Delgado R. M. and S. M. dos Santos R. C. ( 1997). “Modeling of railway bridge-vehicle interaction in high speed tracks.” Comp. and Struct . 63(3) 511–523.

4. Diana G. and Cheli F. ( 1989). “Dynamic interaction of railway systems with large bridges.” Vehicle Syst. Dyn . 18 71–106.

5. Henchi K. Fafard M. Talbot M. and Dhatt G. ( 1998). “An efficient algorithm for dynamic analysis of bridges under moving vehicles using a coupled modal and physical components approach.” J. Sound and Vibration 212(4) 663–683.

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