Dynamic load, resistance and environmental performance of floating ladder track

Quarterly Report of RTRI (Railway Technical Research Institute) (Japan)

Volumn 45, Issue 3, 2004, Pages 149-155

  Okuda, Hiroyuki ^a   Asanuma, Kiyoshi ^a   Matsumoto, Nobuyuki ^a   Wakui, Hajime ^a  

^a RAILWAY TECHNICAL RESEARCH INSTITUTE   (Japan)

Author keywords

Floating ladder track; Impulsive load; Limit state design method; Structure borne noise

Indexed keywords

BENDING STRENGTH; COMPUTER SIMULATION; DYNAMIC LOADS; ELASTICITY; ELECTRIC RESISTANCE; ENVIRONMENTAL ENGINEERING; FATIGUE OF MATERIALS; FINITE ELEMENT METHOD; LADDER NETWORKS; VEHICLE WHEELS;

FLOATING LADDER TRACK; IMPULSIVE LOAD; LIMIT STATE DESIGN METHODS; STRUCTURE-BORNE NOISE;

RAILROAD TRACKS;

EID: 7044264719     PISSN: 00339008     EISSN: None     Source Type: Journal    
DOI: 10.2219/rtriqr.45.149     Document Type: Article

References (4)

1. Wakui, H., and Okuda, H.: "A Study on Limit State Design Method for Pre-stressed Concrete Sleeper," Proceedings of JSCE, No.557/V-34, pp.1-25, 1997.2.
2. Wakui, H.: "Subjects for Wheel/Rail System Related to Wheel/Track Impact," RTRI Report, Vol.17, No.9, pp.1-8, 2003.9.
3. Okuda, H., Sogabe, M., Matsumoto, N., and Wakui, H.: "A Fundamental Study on Propagation Velocity and Impulsive Wheel-Load on Floating Ladder Track," RTRI Report, Vol.14, No.2, pp.53-58, 2000.2.
4. Railway Technical Research Institute:"Design Standard for Railway Structure (Concrete Structure)," Maruzen, Tokyo, 1992.