참고문헌
- Korea Institute of Construction Technology (2012), , Research on Competitive Engineering for Railway Construction: Bridge, Research Report(Draft) (in Korean).
- L. Fryba (1971) Vibration of solids and structures under moving loads. Groningen, The Netherlands: Noordhoff International Publishing.
- L. Fryba (2001) A rough assessment of railway bridges for high speed trains, Engineering Structures, 23, pp. 548-556. https://doi.org/10.1016/S0141-0296(00)00057-2
- M. Kurihara, T. Shimogo (1978) Vibration of an elastic beam subjected to discrete moving loads, Journal of Mechanical Design, 100(7), pp. 514-519. https://doi.org/10.1115/1.3453960
- Y.B. Yang, B.H. Lin (1995) Vehicle-bridge interaction analysis by dynamic condensation method, Journal of Structural Engineering, 121(11) pp. 1936-1643.
- Y.B. Yang, J.D. Yau (1997) Vehicle-bridge interaction element for dynamic analysis, Journal of Structural Engineering, 123 (11), pp. 1512-1518. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:11(1512)
- Y.B. Yang, J.D. Yau, L.C. Hsu (1997) Vibration of simple beams due to trains moving at high speeds, Engineering Structures, 19(11), pp. 936-944. https://doi.org/10.1016/S0141-0296(97)00001-1
- Y.B. Yang, C.L. Lin, J.D. Yau, D.W. Chang (2004) Mechanism of resonance and cancellation for train-induced vibrations on bridges with elastic bearings, Journal of Sound and Vibration, 269(1-2), pp. 345-360. https://doi.org/10.1016/S0022-460X(03)00123-8
- Y.B. Yang, J.D. Yau, Y.S. Wu (2004) Vehicle-bridge interaction dynamics: with applications to high-speed railways, World Scientific.
- F. Yang, G.A. Fonder (1996) An iterative solution method for dynamic response of bridge-vehicle systems, Earthquake Engineering and Structure Dynamics, 25(2), pp. 195-215. https://doi.org/10.1002/(SICI)1096-9845(199602)25:2<195::AID-EQE547>3.0.CO;2-R
- T.C Pan, J. Li, Dynamic vehicle element method for transient response of coupled vehicle-structure systems, Journal of Structural Engineering, 128(2), pp. 214-223.
- J.W. Kwark, E.S. Choi, Y.J. Kim, B.S. Kim, S.I. Kim (2004) Dynamic behavior of two-span continuous concrete bridge under mobbing high-speed train, Comput. Structs., 82, pp. 463- 474. https://doi.org/10.1016/S0045-7949(03)00054-3
- A. Yoshimura, M. Miwa, Y. Kawasaki (2008) Study on numerical simulation methods of the railway vehicle-track dynamic interaction, PAMM, Vol. 8, pp. 10833-10834. https://doi.org/10.1002/pamm.200810833
- V.N. Dinh, K.D. Kim, P. Warnitchai (2009) Dynamic analysis of three-dimensional bridge-high-speed train interactions using a wheel-rail contact model, Engineering Structures, 31(12), pp. 3090-3106. https://doi.org/10.1016/j.engstruct.2009.08.015
- V.N. Dinh, K.D. Kim, P. Warnitchai (2009) Simulation procedure for vehicle-substructure dynamic interactions and wheel movements using linearized wheel-rail interfaces, Finite Elements in Analysis and Design, 45(5), pp. 341-356. https://doi.org/10.1016/j.finel.2008.11.001
- J.M. Goicolea, J. Dominguez, J.A. Navarro, F. Gabaldon (2002) New dynamic analysis methods for railway bridges in codes IAPF and EUROCODE 1, Railway Bridges, Design, Construction and Maintenance, Madrid.
- ERRI D214 committee (1999) Calculations for bridges with simply-supported beams during passage of train, ERRI D 214/RP 6.
- UIC(2009), UIC CODE 776-2, 2nd edition
- Korea Railway Network Authority (2011), Design Criteria for Railroad : Road Bed, (in Korean).
피인용 문헌
- Determination of the optimal span length for a railway bridge crossed by various types of high-speed trains vol.230, pp.2, 2016, https://doi.org/10.1177/0954409714549083
- Determination of the optimal span length to minimize resonance effects in bridges on high-speed lines vol.230, pp.2, 2016, https://doi.org/10.1177/0954409714542140
- Three Dimensional Model for Dynamic Moving Load Analysis of a PSC-I Girder Railway Bridge vol.16, pp.4, 2013, https://doi.org/10.7782/JKSR.2013.16.4.286
- Train Operation Regulation of High-Speed Railway Bridge based on Moving Load Analysis during Earthquake vol.15, pp.3, 2015, https://doi.org/10.9798/KOSHAM.2015.15.3.53