Shield Tunnel Structure Modal Analysis with Floating Slab Track on Elastic Foundation

Li Kang; Zhen Yu Lei

doi:10.4028/www.scientific.net/AMR.838-841.1393

Paper Titles

Field Measurement and Analysis of Vibration Response in the Metro Shield Tunnel with Straight Joint
p.1363

Study of Tunnel Water Detection through Infrared Acquisition Technology Based on 3D Trend Analysis
p.1370

A Study on Optimization of Middle Vent Shaft in Subway Tunnel Ventilation System
p.1381

Application of Infrared Method for Water Detection in Karst Tunnel
p.1387

Shield Tunnel Structure Modal Analysis with Floating Slab Track on Elastic Foundation
p.1393

Introduction of Construction Process in Shenjiamen Immerse Tube Tunnel and Problem Analysis of Grouting
p.1399

Study of Construction Method on Sole-Hole Double Deck Tunnel
p.1405

Size Effect on the Stability of Tunnel Excavation
p.1409

Research on the Interaction Relation of the Causations of Tunnel Collapse Accident
p.1414

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Shield Tunnel Structure Modal Analysis with...

Shield Tunnel Structure Modal Analysis with Floating Slab Track on Elastic Foundation

Abstract:

A finite element model (FEM) was proposed to analyze the model of floating slab track (FST) system based on elastic foundation in shield tunnel, and the equivalent model of continuous girder and theory of beam on elastic foundation were considered. Floating concrete slab eigenfrequencies can be calculated under the various combinations of subgrade reaction coefficient, steel spring support stiffness, fastener stiffness and thickness of the floating slab. The results show that geological conditions had certain effects on the eigenfrequencies of FST.

You might also be interested in these eBooks

Civil, Structural and Environmental Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

1393-1398

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.1393

Citation:

Cite this paper

Online since:

November 2013

Authors:

Li Kang, Zhen Yu Lei*

Keywords:

Equivalent Model of Continuous Girder, Finite Element Model (FEM), Floating Slab Track System, Modal Analysis, Shield Tunnel, Theory of Beam on Elastic Foundation

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Nelson J T. Journal of Sound and Vibration, 1996, 193(1): 367–376.

Google Scholar

[2] Chuanzhi Geng, Tengfei Qu and Yuan Wang. Urban Mass Transit, 2012, 15(9): 38–42. (in Chinese).

Google Scholar

[3] Chuanzhi Geng, Yin Gong. Urban Mass Transit, 2012, 15(3): 14–19. (in Chinese).

Google Scholar

[4] M. Shamalta, A. V. Metrikine. Archive of Applied Mechanics73 (1–2) (2003) 131–146.

Google Scholar

[5] J.A. Forrest, H.E.M. Hunt. Journal of Sound and Vibration 294 (4–5) (2006) 706–736.

Google Scholar

[6] M.F.M. Hussein, H.E.M. Hunt. Journal of Sound and Vibration 305 (3) (2007) 401–431.

Google Scholar

[7] Jingxue Tian, Qinghe Zhang. China Municipal Engineering, 2001(3): 35–37. (in Chinese).

Google Scholar

[8] Huiling Zhao, Xian Liu and Yong Yuan. Special Structures, 2008, 25(1): 79–83. (in Chinese).

Google Scholar

[9] Juyun Yuan, Jingpei Li and Xiaoming Lou. Basic engineering design principle (Tongji University Press, Shanghai 2007). (in Chinese).

Google Scholar

[10] Yuan Chen , Jiang Qian. Engineering Mechanics, 2004, 21(1): 125–130. (in Chinese).

Google Scholar