1 |
C.W. Roeder, J.F. Stanton, T.I. Campbell (1995) Rotation of high load multirotational bridge bearings, Journal of Structural Engineering, 121(4), pp.747-756.
DOI
ScienceOn
|
2 |
E. Choi, H.U. Lee, J.I. Kim (2008) Variation of Natural Frequency and Dynamic Behavior of Railway Open-Steel-Plate-Girder Bridge with Installing Disk Bearings, Journal of KSSC, 18(4), pp. 437-446.
|
3 |
H. Eggert, W. Kauschke (2002) Structural Bearings, Ernst & Sohn, A Wiley Company, Heppenheim, Germany.
|
4 |
T.W. Steele (2001) Electrical properties of ceramics, University of Southampton, ISVR Memorandum ISAV 101.
|
5 |
M. Petyt (2005) Measurement process of plate vibration, U.S. Patent No. 2,043,416.
|
6 |
Korea Rail Network Authority (2005) 100 years history of Korea Railway Construction, Korea Rail Network Authority, Daejeon, Korea.
|
7 |
E. Choi, H.U. Lee, S.Y. Lee (2008) Maintenance and Dynamic Behavior of Advanced Spherical Bearings under Railway Open-Steel-Plate-Girder Bridges, Journal of The Korean Society for Railway, 11(2), pp. 165-175.
|
8 |
J. Park, E. Choi (2011) Fragility analysis of track-on steelplate-girder railway bridges in Korea, Engineering Structures, 33(3), pp. 696-705.
DOI
ScienceOn
|
9 |
S.H. Oh, E. Choi, J.Y. Jung (2005) The Estimated Stiffness of Rubber Pads for Railway Bridges, Journal of KSSC, 17(3), pp. 307-316.
|