Static and dynamic behavior of disk bearings for OSPG railway bridges under railway vehicle loading

Author:

Choi Eunsoo,Lee Jun S.,Jeon Hye-Kwan,Park Taehyo,Kim Hong-Taek

Publisher

Springer Science and Business Media LLC

Subject

Electrical and Electronic Engineering,Applied Mathematics,Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Control and Systems Engineering

Reference17 articles.

1. Stanton, J.F., Roeder, C.W.: Elastomeric bearings design, construction, and materials. NCHRP Rep. No. 248, Transportation Research Board, Washington, DC (1985)

2. Roeder, C.W., Stanton, J.F., Taylor, A.W.: Performance of elastomeric bearings. NCHRP Rep. No. 298, Transportation Research Board, Washington, DC (1987)

3. Yang, Y.B., Lin, C.L., Yau, J.D., Chang, D.W., Mechanism of resonance and cancellation for train-induced vibrations on bridges with elastic bearings. J. Sound Vib. 269(1–2), 345–360 (2004)

4. Burpulis, J.S., Seay, J.R., Graff, R.S.: Neoprene in bridge bearing pads—the proven performance. In: Extending the Life of Bridges, ASTM STP 1100, pp. 32–43. American Society for Testing and Materials, Philadelphia (1990)

5. Yazdani, N., Fellow, P.E., Eddy, S., Chun, S.: Effect of bearing pads on precast prestressed concrete bridges. J. Bridge Eng. ASCE 5(3), 224–232 (2000)

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