For Libraries For Publication Open Access Downloads About Us Contact Us
Paper Titles
Vibration Modeling and Sensitivity Analysis of Printed Circuit Board
p.345
Natural Vibration Period Analysis of Multi-Storey Reinforced Concrete Frame Structure
p.351
Wind-Induced Vibration Analysis of Wind Fence Structure
p.355
Influence of Rib Strengthening on Structure Vibration and Sound Radiation of Cylindrical Shell
p.359
Monorail Truss Structure Selection Based on Modal Analysis
p.364
The Effects of the Jet-Flow on Sound Propagation in Low-Speed Wind Tunnel
p.368
Excitation Source Function of Ground Vibration from Urban Railway Traffic by an Inversion Procedure
p.374
Analysis on Vibrations due to High-Speed Railway Tunnel and Control Measures
p.381
The Characteristic Analysis of Vibration for High-Speed Train-Ballastless Track-Bridge System Base on A Hybrid FE-SEA Method
p.387

Monorail Truss Structure Selection Based on Modal Analysis

Article Preview

Abstract:

The monorail truss structure natural vibration characteristics affect the performance of monorail in the work, this paper apply finite element method to carry out monorail truss natural vibration characteristics research. Considering the engineering practice, research and development two groups of monorail truss structure, calculated strength for two kinds of structural, two groups of truss structure strength meet the requirements, then used Guyan reduction theory to carry out modal analysis for the two trusses. From the modal analysis result can be found that the two groups of truss each order natural vibration period are not significant, structure natural frequency is intensive distribution, truss 2 dynamic rigidity is better, so was selected as the final structure scheme. The design ideas and methods provide a useful reference.

You might also be interested in these eBooks
Vibration, Structural Engineering and Measurement II View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 226-228)

Pages:

364-367

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.226-228.364

Citation:

Cite this paper

Online since:

November 2012

Authors:

Jun Pu Wang, Yong Ling Zhou, Fu Wan, Tao Huang, Heng Liang

Keywords:

Guyan Reduction Method, Layout Selection, Modal Analysis, Monorail Crane Truss

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

References

[1] Hino J: Transaction of the Japan Society of Mechanical Engineering, Vol. 65 (1999) No.6, p.122.

Google Scholar

[2] Gulas, M.A. Brignull and D.P. Stewart: .Iron and Steel Engineer, Vol. 76 (1999) No.2, p.62.

Google Scholar

[3] R.J. Henry, Z.N. Masoud, A.H. Nayfeh and D.T. Mook: Journal Vibration and Control, Vol. 7 (2001) No.8, p.1253.

Google Scholar

[4] H. Schaub:Control Engineering Practice, Vol. 16 (2008) No.4, p.132.

Google Scholar

[5] P.F. Pai, T.J. Anderson and E.A. Wheater: International Journal of Solids and Structures. Vol. 37 (2000) No.5, p.2951.

Google Scholar

[6] D.J. Zhang and R.L. Huston: Mechanics of Structures and Machines, Vol. 24 (1996) No.3, p.313.

Google Scholar

[7] A.I. Mbegovic, R.L. Taylor and H. Lim: Com-puters and Structures. Vol. 81 (2003) No.5, p.113.

Google Scholar

[8] J.S. Chen and C.L. Huang: Journal of Sound and Vibration, Vol. 246 (2001) No.3, p.389.

Google Scholar

[9] Dynamic Response release6 user's manual[R].Engineering Dynamics,INC.2004.

Google Scholar

© 2025 Trans Tech Publications Ltd. All rights are reserved, including those for text and data mining, AI training, and similar technologies. For open access content, terms of the Creative Commons licensing CC-BY are applied.
Scientific.Net is a registered trademark of Trans Tech Publications Ltd.