1 |
Roeder, C.W. Stanton, J.F. and Taylor, A.W. (1987). Performance of elastomeric bearings, NCHRP Rep. No. 298, Transportation Research Board, Washington, D.C
|
2 |
Stanton, J.F. and Roeder, C.W. (1985). Elastomeric bearings design, construction, and materials, NCHRP Rep. No. 248, Transportation Research Board, Washington, D.C
|
3 |
Yang, Y.B., Lin. C.L., Yau, J.D., and Chang, D.W. (2004). Mechanism of resonance and cancellation for train-induced vibrations on bridges with elastic bearings, Journal of Sound and Vibration, 269, pp. 345-360
DOI
ScienceOn
|
4 |
Choi, E., Kim, H.M., Oh, J.T and Kim, S.G. (2005). Analysis of Dynamic Behavior of Open-Steel- Plate-Girder Bridges Due to Installing Rubber Pads, Journal of Korean Society of Steel Construction, Vol.17, No. 3, pp. 295-306
|
5 |
Oh, S.W., Choi, E. and Jung, H.Y. (2005). The Estimated Stiffness of Rubber Pads for Railway Bridge, Journal of Korean Society of Steel Construction, Vol. 17, No. 3, pp. 307-316
|
6 |
Warburton, G.B. (1976). The Dynamic Behavior of Structures, Oxford: Pergamon
|
7 |
Ramberger, G. (2002). Structural Bearings and Expansion Joints for Bridges, IABSE-AIP-IVBH, Zurich, Switzerland
|
8 |
Burpulis J.S., Seay, J.R. and Graff, R.S. (1990) Neoprene in Bridge Bearing Pads- The Proven Performance, Extending the Life of Bridges, ASTM STP 1100, American Society for Testing and Materials, Philadelphia, pp. 32-43
|
9 |
AASHTO (1996) AASHTO LRFD bridge design specifications, Washington, D.C.
|
10 |
ERRI D 190 (1995) Permissible Deflection of Steel and Composite Bridges for Velocities V>160km : RP 5 Parametric Study Studies-Summary and Recommendations Final Report
|
11 |
Yazdani, N., Fellow, P.E., Eddy, S. and Chun, S. (2000). Effect of Bearing Pads on Precast Prestressed Concrete Bridges, Journal of Bridge Engineering, ASCE, Vol. 5, No. 3, August, pp. 224-232
DOI
|
12 |
Eggert, H. and Kauschke, W. (2002). Structural Bearings, Ernst & Sohn, A Wiley Company, Berlin, German
|