Evaluation of optimal ground motion intensity measures of high-speed railway train running safety on bridges during earthquakes |
Liu, Xiang
(School of Civil Engineering, Fujian University of Technology)
Jiang, Lizhong (School of Civil Engineering, Central South University) Xiang, Ping (School of Civil Engineering, Central South University) Feng, Yulin (School of Civil Engineering and Architecture, East China Jiaotong University) Lai, Zhipeng (School of Civil Engineering, Central South University) Sun, Xiaoyun (Nanjing Vocational Institute of Transport Technology) |
1 | Chen, Y., Jiang, L.Z., Li, C.Q., Liu, X. and Li, J. (2021), "An efficent computing strategy based on the unconditionally stable explicit algorithm for the nonlinear train-track-bridge system under an earthquake", Soil Dyn. Earthq. Eng., 145, 106718. https://doi.org/10.1016/j.soildyn.2021.106718. DOI |
2 | Cheng, Y.C., Chen, C.H. and Hsu, C.T. (2017), "Derailment and dynamic analysis of tilting railway vehicles moving over irregular tracks under environment forces", Int. J. Struct. Stab. Dyn., 17(9), 1750098. https://doi.org/10.1142/S0219455417500985. DOI |
3 | Luo, X. (2005), "Study on methodology for running safety assessment of trains in seismic design of railway structures", Soil Dyn. Earthq. Eng., 25, 79-91. https://doi.org/10.1016/j.soildyn.2004.10.005. DOI |
4 | PEER website (2019) https://ngawest2.berkeley.edu. |
5 | Tanabe, M., Matsumoto, N., Wakui, H. and Sogabe, M. (2011), "Simulation of a Shinkansen train on the railway structure during an earthquake", JPN J. Indust. Appl. Math., 28, 223-236. https://doi.org/10.1007/s13160-011-0022-4. DOI |
6 | Wang, X., Shafieezadeh, A. and Ye, A. (2018), "Optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefied and laterally spreading ground", Bull. Earthq. Eng., 16, 229-257. https://doi.org/10.1007/s10518-017-0199-2. DOI |
7 | Paraskeva, T.S., Dimitrakopoulos, E.G and Zeng, Q. (2017), "Dynamic vehicle-bridge interaction under simultaneous vertical earthquake excitation", Bull. Earthq. Eng., 15, 71-95. https://doi.org/10.1007/s10518-016-9954-z. DOI |
8 | Jiang, L.Z., Liu, X., Xiang, P. and Zhou, W. (2019), "Train-bridge system dynamics analysis with uncertain parameters based on new point estimate method", Eng. Struct., 199, 109454. https://doi.org/10.1016/j.engstruct.2019.109454. DOI |
9 | Jin, Z., Liu, W., Pei, S. and He, J. (2020), "Probabilistic assessment of vehicle derailment based on optimal ground motion intensity measure", Vehicle Syst. Dyn., 59(11), 1781-1802. https://doi.org/10.1080/00423114.2020.1792940. DOI |
10 | Ju, S.H. (2012), "Nonlinear analysis of high-speed trains moving on bridges during earthquakes", Nonlin. Dyn., 69, 173-183. https://doi.org/10.1007/s11071-011-0254-5. DOI |
11 | Liu, X., Jiang, L.Z., Lai, Z.P., Xiang, P. and Chen, Y.J. (2020), "Sensitivity and dynamic analysis of train-bridge coupled system with multiple random factors", Eng. Struct., 221, 111083. https://doi.org/10.1016/j.engstruct.2020.111083. DOI |
12 | Homaei, F. and Yazdani, M. (2020), "The probabilistic seismic assessment of aged concrete arch bridges: The role of soil-structure interaction", Struct., 28, 894-904. https://doi.org/10.1016/j.istruc.2020.09.038. DOI |
13 | Lou, P. and Zeng, Q. (2005), "Formulation of equations of motion of finite element form for vehicle-track-bridge interaction system with two types of vehicle model", Int. J. Numer. Meth. Eng., 62, 435-474. https://doi.org/10.1002/nme.1207. DOI |
14 | Ogura, M. (2006), "The Niigata Chuetsu Earthquake-railway response and reconstruction", JPN Railw. Tran. Rev., 43, 46-63. |
15 | Shen, Z.Y., Hedrick, J.K. and Elkins, J.A. (1983), "A comparison of alternative creep force models for rail vehicle dynamic analysis", Vehicle Syst. Dyn., 12(1-3), 79-83. https://doi.org/10.1080/00423118308968725. DOI |
16 | Zhong, J., Jeon, J.S., Shao, Y.H. and Chen, L. (2019), "Optimal intensity measures in probabilistic seismic demand models of cable-stayed bridges subjected to pulse-like ground motions", J. Bridge Eng. 24(2), 04018118. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001329. DOI |
17 | Tanabe, M., Matsumoto, N., Wakui, H., Sogabe, M., Okuda, H. and Tanabe, Y. (2008), "A simple and efficient numerical method for dynamic interaction analysis of a high-speed train and railway structure during an earthquake", J. Comput. Nonlin. Dyn., 3, 041002. https://doi.org/10.1115/1.2960482. DOI |
18 | Nishimura, K., Terumichi, Y., Morimura, T. and Sogabe, K. (2007), "Development of vehicle dynamics simulation for safety analyses of rail vehicles on excited tracks", J. Comput. Nonlin. Dyn., 4(1), 270-278. https://doi.org/10.1115/1.3007901. DOI |
19 | Xia, H., Zhang, N. and Guo, W. (2018), Dynamic Interaction of Train-Bridge Systems in High-Speed Railways, Springer and Beijing Jiaotong University Press, Berlin and Beijing. |
20 | Kalker, J. (1967), "On the rolling contact of two elastic bodies in the presence of dry friction", Delft University of Technology. |
21 | Liu, X., Jiang, L.Z., Xiang, P., Jiang, L.Q. and Lai, Z.P. (2021b), "Safety and comfort assessment of a train passing over an earthquake-damaged bridge based on a probability model", Struct. Infrastr. E., 1-12. https://doi.org/10.1080/15732479.2021.1956549. DOI |
22 | Luo, X. and Miyamoto, T. (2007), "Method for running safety assessment of railway vehicles against structural vibration displacement during earthquakes", Quart. Report RTRI, 48, 129-135. https://doi.org/10.2219/rtriqr.48.129. DOI |
23 | Montenegro, P.A., Calcada, R., Vila, P.N. and Tanabe, M. (2016). "Running safety assessment of trains moving over bridges subjected to moderate earthquakes: Running safety of trains moving over bridges subjected to earthquakes", Earthq. Eng. Struct. Dyn., 45, 483-504. https://doi.org/10.1002/eqe.2673. DOI |
24 | Zeng, Q. and Guo, X. (1999), Theory and Application of Vibration Analysis of Train-Bridge Time-Dependent System, China railway Publishing House, Beijing. |
25 | Munoz, S., Aceituno, J.F., Urda, P. and Escalona, J.L. (2019), "Multibody model of railway vehicles with weakly coupled vertical and lateral dynamics", Mech. Syst. Signal Pr., 115, 570-592. https://doi.org/10.1016/j.ymssp.2018.06.019. DOI |
26 | Xu, L. and Zhai, W. (2017), "Stochastic analysis model for vehicle-track coupled systems subject to earthquakes and track random irregularities", J. Sound Vib., 407, 209-225. https://doi.org/10.1016/j.jsv.2017.06.030. DOI |
27 | Yang, X., Wang, H. and Jin, X. (2016), "Numerical analysis of a train-bridge system subjected to earthquake and running safety evaluation of moving train", Shock Vib., 2016, Article ID 9027054. https://doi.org/10.1155/2016/9027054. DOI |
28 | Yazdani, M. and Azimi, P. (2020), "Assessment of railway plain concrete arch bridges subjected to high-speed trains", Struct., 27, 174-193. https://doi.org/10.1016/j.istruc.2020.05.042. DOI |
29 | Zelaschi, C., Monteiro, R. and Pinho, R. (2019), "Critical assessment of intensity measures for seismic response of Italian RC Bridge portfolios", J. Earthq. Eng., 23, 980-1000. https://doi.org/10.1080/13632469.2017.1342293. DOI |
30 | Zeng, Q. and Dimitrakopoulos, E.G. (2018), "Vehicle-bridge interaction analysis modeling derailment during earthquakes", Nonlin. Dyn, 93, 2315-2337. https://doi.org/10.1007/s11071-018-4327-6. DOI |
31 | Liu, X., Jiang, L.Z., Xiang, P, Lai, Z.P., Feng, Y.L. and Cao, S.S. (2021a), "Dynamic response limit of high-speed railway bridge under earthquake considering running safety performance of train", J. Cent. South Univ., 28(3), 968-980. https://doi.org/10.1007/s11771-021-4657-2. DOI |
32 | Chen, L.K., Qin, H.X., Jiang, L.Z. and Xu, L. (2020), "A near-fault vertical scenario earthquakes-based generic simulation framework for elastoplastic seismic analysis of light rail vehicle-viaduct system", Vehicle Syst. Dyn., 59(6), 1-25. https://doi.org/10.1080/00423114.2020.1739316. DOI |
33 | Yang, Y.B. and Wu, Y.S. (2002), "Dynamic stability of trains moving over bridges shaken by earthquakes", J. Sound Vib., 258, 65-94. https://doi.org/10.1006/jsvi.2002.5089. DOI |
34 | Chen, Z.W. (2020), "Relationship between track stiffness and dynamic performance of vehicle-track-bridge system", Vehicle Syst. Dyn., 59(12), 1825-1843. https://doi.org/10.1080/00423114.2020.1792942. DOI |
35 | Design Code (2014), (TB 10621-2014) Code for Design of High-speed Railway, China. |
36 | Du, X.T., Xu, Y.L. and Xia, H. (2012), "Dynamic interaction of bridge-train system under non-uniform seismic ground motion", Earthq. Eng. Struct. Dyn., 41, 139-157. https://doi.org/10.1002/eqe.1122. DOI |
37 | Jin, Z., Pei, S. L., Li, X.Z., Liu, H.Y. and Qiang, S.Z. (2016), "Effect of vertical ground motion on earthquake-induced derailment of railway vehicles over simply-supported bridges", J. Sound Vib., 383, 277-294. http://dx.doi.org/10.1016/j.jsv.2016.06.048. DOI |
38 | Ju S.H. and Hung, S.J. (2019), "Derailment of a train moving on bridge during earthquake considering soil liquefaction", Soil Dyn. Earthq. Eng., 123, 185-192. https://doi.org/10.1016/j.soildyn.2019.04.019. DOI |
39 | Zeng, Z.P., Zhao, Y.G. and Xu, W.T. (2015), "Random vibration analysis of train-bridge under track irregularities and traveling seismic waves using train-slab track-bridge interaction model", J. Sound Vib., 342, 22-43. https://doi.org/10.1016/j.jsv.2015.01.004. DOI |
40 | Jahangiri, V., Yazdani, M. and Marefat, M.S. (2018), "Intensity measures for the seismic response assessment of plain concrete arch bridges", Bull. Earthq. Eng., 16, 4225-4248. https://doi.org/10.1007/s10518-018-0334-8. DOI |
41 | Zhang, Z.C., Lin, J.H. and Zhang, Y.H. (2010) "Non-stationary random vibration analysis for train-bridge systems subjected to horizontal earthquakes", Eng. Struct., 32, 3571-3582. https://doi.org/10.1016/j.engstruct.2010.08.001. DOI |
42 | Zeng, Q. and Dimitrakopoulos, EG. (2016), "Seismic response analysis of an interacting curved bridge-train system under frequent earthquakes: Seismic response analysis of an interacting curved bridge-train system under frequent earthquakes", Earthq. Eng. Struct. Dyn., 45, 1129-1148. https://doi.org/10.1002/eqe.2699. DOI |
43 | Xia, H., Han, Y., Zhang, N. and Guo, W.W. (2006), "Dynamic analysis of train-bridge system subjected to non-uniform seismic excitations", Earthq. Eng. Struct. Dyn., 35, 1563-1579. https://doi.org/10.1002/eqe.594. DOI |
44 | Guo, J., Alam, M.S., Wang, J., Li, S. and Yuan, W.C. (2020), "Optimal intensity measures for probabilistic seismic demand models of a cable-stayed bridge based on generalized linear regression models", Soil Dyn. Earthq. Eng., 131, 106024. https://doi.org/10.1016/j.soildyn.2019.106024. DOI |
45 | Xiao, X., Ling, L. and Jin, X. (2012), "A study of the derailment mechanism of a high speed train due to an earthquake", Vehicle Syst. Dyn., 50, 449-470. https://doi.org/10.1080/00423114.2011.597508. DOI |
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