Study on Optimal Bracketed Duration Scheme of Seismic Time History Analysis for High-Speed Railway Track-Bridge System

References

• Ambraseys, N. N., and S. K. Sarma. 1967. The response of earth dams to strong earthquakes. Géotechnique 17 (3):181–213. doi:10.1680/geot.1967.17.3.181.
   Web of Science ®Google Scholar
• Anbazhagan, P., M. Neaz Sheikh, K. Bajaj, P. J. Mariya Dayana, H. Madhura, and G. R. Reddy. 2017. Empirical models for the prediction of ground motion duration for intraplate earthquakes. Journal of Seismology 21 (4):1001–21. doi:10.1007/s10950-017-9648-2.
   Web of Science ®Google Scholar
• Bommer, J. J., and A. Martínez-Pereira. 1999. The effective duration of earthquake strong motion. Journal of Earthquake Engineering 3 (2):127–72. doi:10.1080/13632469909350343.
   Web of Science ®Google Scholar
• Bommer, J. J., P. J. Stafford, and J. E. Alarcon. 2009. Empirical equations for the prediction of the significant, bracketed, and uniform duration of earthquake ground motion. Bulletin of the Seismological Society of America 99 (6):3217–33. doi:10.1785/0120080298.
   Web of Science ®Google Scholar
• Dai, G., and W. Liu. 2013. Applicability of small resistance fastener on long-span continuous bridges of high-speed railway. Journal of Central South University 20 (5):1426–33. doi:10.1007/s11771-013-1631-7.
   Web of Science ®Google Scholar
• Fayaz, J., M. Medalla, and F. Zareian. 2020. Sensitivity of the response of box-girder seat-type bridges to the duration of ground motions arising from crustal and subduction earthquakes. Engineering Structures 219:110845. doi:10.1016/j.engstruct.2020.110845.
   Web of Science ®Google Scholar
• Feng, Y., L. Jiang, W. Zhou, J. Han, Y. Zhang, L. Nie, Z. Tan, and X. Liu. 2020. Experimental investigation on shear steel bars in CRTS II slab ballastless track under low-cyclic reciprocating load. Construction and Building Materials 255:119425. doi:10.1016/j.conbuildmat.2020.119425.
   Web of Science ®Google Scholar
• Jiang, L., W. He, B. Wei, Z. Wang, and S. Li. 2019. The shear pin strength of friction pendulum bearings (FPB) in simply supported railway bridges. Bulletin of Earthquake Engineering 17 (11):6109–39. doi:10.1007/s10518-019-00698-x.
   Web of Science ®Google Scholar
• Jiang, L., J. Yu, W. Zhou, W. Yan, Z. Lai, and Y. Feng. 2020. Applicability analysis of high-speed railway system under the action of near-fault ground motion. Soil Dynamics and Earthquake Engineering 139:106289. doi:10.1016/j.soildyn.2020.106289.
   Web of Science ®Google Scholar
• Liu, X., L. Jiang, Z. Lai, P. Xiang, and Y. Chen. 2020. Sensitivity and dynamic analysis of train-bridge coupled system with multiple random factors. Engineering Structures 221:111083. doi:10.1016/j.engstruct.2020.111083.
   Web of Science ®Google Scholar
• Lopez, A., P. Dusicka, and R. Bazaez. 2020. Performance of seismically substandard bridge reinforced concrete columns subjected to subduction and crustal earthquakes. Engineering Structures 207:110216. doi:10.1016/j.engstruct.2020.110216.
   Web of Science ®Google Scholar
• MRPRC (Ministry of Railways of People’s Republic of China). 2009. Code for seismic design of railway engineering (in Chinese) (GB50111-2006). China: China Planning Press.
   Google Scholar
• Page, R. A., D. M. Boore, W. B. Joyner, and H. W. Coulter. 1972. Ground motion values for use in seismic design of trans-alaska pipeline system. US GeoIogical Sumey Circular 672 .
   Google Scholar
• Panchireddi, B., S. Shekhar, and J. Ghosh. 2021. Influence of ground motion duration on the seismic vulnerability of aging highway bridges. Structure and Infrastructure Engineering 19 (8):1041–63. doi:10.1080/15732479.2021.1998141.
   Web of Science ®Google Scholar
• Rezaee Manesh, M., and H. Saffari. 2020. Empirical equations for the prediction of the bracketed and uniform duration of earthquake ground motion using the Iran database. Soil Dynamics and Earthquake Engineering 137:106306. doi:10.1016/j.soildyn.2020.106306.
   Web of Science ®Google Scholar
• Todorov, B., and A. H. M. M. Billah. 2021. Seismic fragility and damage assessment of reinforced concrete bridge pier under long-duration, near-fault, and far-field ground motions. Structures 31:671–85. doi:10.1016/j.istruc.2021.02.019.
   Web of Science ®Google Scholar
• Wei, B., Z. Hu, C. Zuo, W. Wang, and L. Jiang. 2021. Effects of horizontal ground motion incident angle on the seismic risk assessment of a high-speed railway continuous bridge. Archives of Civil and Mechanical Engineering 21 (1). doi:10.1007/s43452-020-00169-0.
   Web of Science ®Google Scholar
• Wei, B., T. Yang, L. Jiang, and X. He. 2018. Effects of friction-based fixed bearings on the seismic vulnerability of a high-speed railway continuous bridge. Advances in Structural Engineering 21 (5):643–57. doi:10.1177/1369433217726894.
   Web of Science ®Google Scholar
• Yan, B., S. Liu, H. Pu, G. Dai, and X. Cai. 2017. Elastic-plastic seismic response of CRTS II slab ballastless track system on high-speed railway bridges. Science China Technological Sciences 60 (6):865–71. doi:10.1007/s11431-016-0222-6.
   Web of Science ®Google Scholar
• Yoshimasa, K. 1971. Effects of earthquakes on ground (II) ground motions and pore-water pressure in soils. Journal of Physics of the Earth 19 (3):231–41. doi:10.4294/jpe1952.19.231.
   Google Scholar
• Yu, J., L. Jiang, W. Zhou, Z. Lai, Y. Zuo, and K. Peng. 2023. Component damage and failure sequence of track-bridge system for high-speed railway under seismic action. Journal of Earthquake Engineering 27 (3):656–78. doi:10.1080/13632469.2022.2030433.
   Web of Science ®Google Scholar
• Yu, J., L. Jiang, W. Zhou, X. Liu, Z. Lai, and Y. Feng. 2022. Study on the dynamic response correction factor of a coupled high-speed train–track–bridge system under near-fault earthquakes. Mechanics Based Design of Structures and Machines 50 (9):3303–21. doi:10.1080/15397734.2020.1803753.
   Web of Science ®Google Scholar
• Yu, J., L. Jiang, W. Zhou, J. Lu, T. Zhong, and K. Peng. 2021. Study on the influence of trains on the seismic response of high-speed railway structure under lateral uncertain earthquakes. Bulletin of Earthquake Engineering 19 (7):2971–92. doi:10.1007/s10518-021-01085-1.
   Web of Science ®Google Scholar
• Yu, J., W. Zhou, and L. Jiang. 2023. Response spectra of fitted post‐seismic residual track irregularity for high‐speed railway. Earthquake Engineering & Structural Dynamics 52 (2):350–69. doi:10.1002/eqe.3763.
   Web of Science ®Google Scholar
• Zhu, Q., G. Dai, and B. Yan. 2014. Transfer law of breaking force between simply-supported bridges and CRTS II slab ballastless track. Journal of Railway Science and Engineering 11:13–19.
   Google Scholar