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Search results
Your query returned 11 results.
- Analyzing the Effect of Groundwater Extraction on High Speed Railway Pile Raft Composite Foundation Treatment,
H. Xiao, X. Tao, H. LuWei and W. SiXing
Paper 1.17 from CCP: 110, ISBN 978-1-905088-65-2 (2016)
- Fatigue Stress Analysis of a Railway Steel Truss Bridge Using Dynamic Vehicle-bridge System Model,
H.L. Li and H. Xia
Paper 7.140 from CCP: 110, ISBN 978-1-905088-65-2 (2016)
- Multi-Interfacial Contact Behaviours of an Axle Roller Bearing Assembly of Railroad Cars,
L.L. Guo, H. Xi, W. Chang, J.S. Yan, X. Hu, X. Zhang, H.Y. Wang, S.Y. Song, S.N. Xu, K.J. Diao, H. Xu and F.C. Wang
Paper 18.234 from CCP: 104, ISBN 978-1-905088-59-1 (2014)
- Manufacturing Geometry of Bearings and its Dynamic Effect on Reliability of Railway Bearings,
W. Chang, L.L. Guo, H. Xi, X. Zhang, H.Y. Wang, S.N. Xu, L.C. Zeng, H. Xu and F.C. Wang
Paper 18.235 from CCP: 104, ISBN 978-1-905088-59-1 (2014)
- Vibration Performance and Measurement Technology of Double Row Tapered Roller Bearings for Freight Wagon,
S.N. Xu, W. Xu, Y.N. Zhang, X. Zhang, W. Chang, H.Y. Wang, H. Xi and F.C. Wang
Paper 18.237 from CCP: 104, ISBN 978-1-905088-59-1 (2014)
- Displaying the Four-Dimensional Virtual Reality in Steel Construction,
H. Xie, W. Shi and R.R.A. Issa
Paper 114 from CCP: 84, ISBN 1-905088-11-6 (2006)
- Dynamic Analysis of Train-Bridge Systems under Wind Action,
H. Xia, W.W. Guo, N. Zhang and G.J. Sun
Paper 235 from CCP: 81, ISBN 1-905088-02-7 (2005)
- Dynamic Analysis of a Continuous Arch Bridge across the Yangtze River under High Speed Train Loading,
N. Zhang, H. Xia and G.J. Sun
Paper 239 from CCP: 81, ISBN 1-905088-02-7 (2005)
- Comparison of Objective Stress Rates in Single Parameter Strain Cycles,
A.T.M. Meyers, H. Xiao and O.T. Bruhns
Paper 67 from CCP: 79, ISBN 0-948749-95-4 (2004)
- Train-Bridge Interaction,
G. De Roeck, E. Claes and H. Xia
Paper 81 from CCP: 77, ISBN 0-948749-89-X (2003)
- Consolidation of Soft Clays with Large Strains,
C.J. Leo and K.H. Xie
Paper 121 from CCP: 73, ISBN 0-948749-77-6 (2001)
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