A Theoric-Experimental Computer Aided Method for the Prediction of Overhead Line Dynamic Behaviour at High Speed

作者: M. No , R. Muguerza , L. Carrascosa , J. G. Giménez , J. García de Jalón

DOI: 10.1007/978-3-662-02335-8_11

关键词:

摘要: One of the most relevant problems in high speed trains is quality contact between overhead line and pantograph. The loss due to dynamic interaction causes damage power units wear line.

参考文章(16)
Fred W. Beaufait, Computer methods of structural analysis Prentice-Hall. ,(1970)
R J Gostling, Aew Hobbs, THE INTERACTION OF PANTOGRAPHS AND OVERHEAD EQUIPMENT: PRACTICAL APPLICATIONS OF A NEW THEORETICAL TECHNIQUE Institution of Mechanical Engineers Proceedings. ,vol. 197, ,(1983)
P Boissonnade, R Dupont, CURRENT COLLECTION WITH TWO-STAGE PANTOGRAPHS ON THE NEW PARIS-LYON LINE Railway Gazette international. ,vol. 133, ,(1977)
Aew Hobbs, ACCURATE PREDICTION OF OVERHEAD LINE BEHAVIOUR Railway Gazette international. ,vol. 133, ,(1977)
S. W. Robinson, Vibration of Bridges Transactions of the American Society of Civil Engineers. ,vol. 16, pp. 42- 65 ,(1887) , 10.1061/TACEAT.0000616
Klaus-Juergen Bathe, Edward L. Wilson, Numerical methods in finite element analysis ,(1976)
C. A. Felippa, K. C. Park, Computational Aspects of Time Integration Procedures in Structural Dynamics—Part 1: Implementation Journal of Applied Mechanics. ,vol. 45, pp. 595- 602 ,(1978) , 10.1115/1.3424368
T. Huang, Literature Review : Vibration of Bridges The Shock and Vibration Digest. ,vol. 8, pp. 61- 76 ,(1976) , 10.1177/058310247600800312
Paul S. Jensen, Transient analysis of structures by stiffly stable methods Computers & Structures. ,vol. 4, pp. 615- 626 ,(1974) , 10.1016/0045-7949(74)90010-8