Analytical Solution for Vertical Dynamic Response of Railway Simply Supported Beam Bridge under Bidirectional Moving Loads

Wei Ye; Xiao Zhen Li; Hong Duan; Chun Sheng Shan; Xiao Han Liu

doi:10.4028/www.scientific.net/AMR.594-597.1552

Paper Titles

Seismic Analysis of Long Span Double-Curved Arch Bridge
p.1532

The Application of Carbon Fiber Concrete in the Intelligent Bridge Reinforcement
p.1539

Vessel-Bridge Collision Force Research on Ordinary Highway Bridge in Fujian Navigable River
p.1543

Experimental Research on Concrete Shrinkage and Creep for Main Girder of Sutong Continuous Rigid-Frame Bridge
p.1547

Analytical Solution for Vertical Dynamic Response of Railway Simply Supported Beam Bridge under Bidirectional Moving Loads
p.1552

Fine Analysis for Bursting Damage of Bottom Plates in Closure Section of Continuous Rigid Frame Bridge
p.1557

Internal Force Calculation of Two-Way Curved Arch Bridge
p.1561

Study on Normal Section Bearing Capacity of Stone Arch Rib Enclosed by Reinforced Concrete
p.1565

Dynamic Analysis for Steel Bridge Deck Thin Surfacing with Cracks
p.1569

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Analytical Solution for Vertical Dynamic Response...

Analytical Solution for Vertical Dynamic Response of Railway Simply Supported Beam Bridge under Bidirectional Moving Loads

Abstract:

In this thesis, the dynamic responses of simply supported beam bridge in a double-line railway under bidirectional moving loads are mainly studied. To study the characteristics of Euler- Bernoulli beam, a train is simplified as a series of concentrated forces with fixed wheelbase.Structural dynamics is used to deduce the analytical expressions of vertical vibration of simply supported beam under bidirectional moving loads. By simulation software MATLAB, the numerical result of the dynamic responses of simply supported beam bridge could be obtained. Then the 48 meters simply supported beam bridge in a high-speed railway is analyzed, the dynamic responses of simply supported beam of bidirectional moving loads with different interarrival times are discussed.Finally, some general laws for the design of double-line railway bridge are gained.

You might also be interested in these eBooks

Advances in Industrial and Civil Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

1552-1556

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.1552

Citation:

Cite this paper

Online since:

November 2012

Authors:

Wei Ye*, Xiao Zhen Li, Hong Duan, Chun Sheng Shan, Xiao Han Liu

Keywords:

Bidirectional Moving Loads, Double-Line Railway, Dynamic Response, Simply Supported Beam

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Li Xiaozhen. Studies on theory and applicatiobn of train-bridge system coupling vibration in high -speed railway [D]. Chengdu: Southwest Jiaotong University, 2000(in Chinese)

Google Scholar

[2] Kurihara, M. and Shimogo, T. Vibration of an elastic beam subjected to discrete moving loads. [J]. Mech. Design, ASME 1978, 100(7): 514-519.

DOI: 10.1115/1.3453960

Google Scholar

[3] Kurihara, M. and Shimogo, T. Stability of a simply supported beam subjected to randomly spaced moving loads. [J]. Mech. Design, ASME 1978, 100(7): 507-513. (in Chinese)

DOI: 10.1115/1.3453959

Google Scholar

[4] Bolotin, V. V. The dynamic stability of elastic systems [J]. HoldenDay, San Francisco, CA, 1964.

Google Scholar

[5] E.Savin.2001 Journal of Sound and Vibration 248(2), 267-288. Dynamic Amplification Factor and Response Spectrum for the Evaluation of Vibrations of Beams Under Successive Moving Loads.

DOI: 10.1006/jsvi.2001.3787

Google Scholar

[6] Shen Ruili. Research of vertical vibration response of simple supported beam bridge on high speed railways [J]. China Railway Science, 1996, 17(3): 24-34. (in Chinese)

Google Scholar

[7] Y.-B. YANG, J.-D. YAU and L.-C. HSU. 1997 Engineering Structures 19, 936-944. Vibration of Simple Beams due to Trains Moving at High Speeds. (in Chinese)

DOI: 10.1016/s0141-0296(97)00001-1

Google Scholar

[8] Ray Clough , Joseph Penzien ; Wang Guangyuan etc translate . Dynamics of Structures/[America] [M].2nd ed (Revised Edition). Beijing: Higher Education Press, 2006.11.

Google Scholar