Chapter
Dec 27, 2013
Study on Earthquake Alarm Threshold Value of High-speed Train
Authors: E. D. Guo [email protected], G. L. Hong [email protected], L. Gao, and Z. LiuAuthor Affiliations
Publication: International Efforts in Lifeline Earthquake Engineering
Abstract
In order to reasonably obtain the earthquake alarm threshold value of high-speed train, the vehicle-track coupling model is established based on calculation method of wheel-rail contact relation, the track irregularities are simulated with trigonometric series method and several typical seismic records are selected which are used as the external excitations of the train. A calculation program is developed to solve the vehicle-track coupling vibration equations, the earthquake dynamic responses of vehicle-track coupling system under the excitations of track irregularities and typical seismic records are analyzed. The main indexes which are used to judge whether the running train is safe in the correlative specifications are extracted and compared with calculated results, the corresponding relation between vehicle speed, ground motion intensity and train operational safety is obtained. An analysis method for threshold value of seismic urgent handling system of high-speed railway train is explored and a preliminary suggestion of the earthquake alarm threshold values under different running speeds are presented.
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© 2014 American Society of Civil Engineers.
History
Published online: Dec 27, 2013
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ASCE Technical Topics:
- Business management
- Continuum mechanics
- Coupling
- Dynamics (solid mechanics)
- Earthquake engineering
- Earthquakes
- Engineering fundamentals
- Engineering mechanics
- Excitation (physics)
- Geohazards
- Geotechnical engineering
- High-speed rail
- Infrastructure
- Motion (dynamics)
- Practice and Profession
- Public administration
- Public health and safety
- Rail transportation
- Railroad tracks
- Safety
- Seismic effects
- Seismic tests
- Solid mechanics
- Structural engineering
- Structural members
- Structural systems
- Tests (by type)
- Transportation engineering
Authors
Affiliations
Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, P.O. Box 150080, Harbin, China. E-mail: [email protected]
Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, P.O. Box 150080, Harbin, China. E-mail: [email protected]
L. Gao
Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, P.O. Box 150080, Harbin, China
Z. Liu
Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, P.O. Box 150080, Harbin, China
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