3D DYNAMIC TIME-HISTORY RESPONSE ANALYSIS OF AN ISLAND PLATFORM METRO STATION IN LOESS AREA
DOI:
https://doi.org/10.14311/CEJ.2018.04.0049Keywords:
Dynamic characteristics, Xi’an Metro, 3D numerical model, Island platform metro station, Transfer node, Dynamic seismic analysisAbstract
Through the years, the seismic resistance of underground structures has attracted more and more attention, and dynamic characteristics of metro station is one of the most important issues. In this article, the 3D numerical model of Zhang Wangqu metro station along Metro Line 5 in Xi'an is established to study on seismic dynamic response of roof, floor, columns and beams in the island platform metro station. Compared with the earthquake damage of Dakai metro station in the Kobe M7.2 Earthquake and the shaking table test of metro station in loess area, results reveal that horizontal acceleration can reflect seismic wave characteristics under the horizontal seismic wave; the maximum relative displacement of roof and floor, the maximum axle force and shear force at transfer node are bigger than the standard section and reduce with the increase of buried depth; the maximum axle force and shear force of columns increases from top to bottom. The island platform metro station should focus on the structural settings of transfer node, and the columns and beams here must select materials with greater strength.
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References
H. Y. Zhuang, H. Long, G. X Chen, “Analysis of thenonlinear earthquake responses of a large complicated subway underground station”, Journal of Earthquake Engineering and Engineering Vibration, Vol. 33, no. 2, pp. 192-199, 2013. (in Chinese)
J. B. Liu, W. H. Wang, G Dasgupta, “Pushover analysis of underground structures: Method and application”, Science China Technological Sciences, Vol. 57, no 2, pp. 423-437, 2014.
G. F. Wang, X. F. Shang, X. F. Ma, X. Y. Xu, “Equivalent Inertial Force Method of Seismic Calculation forSubwayStation in Soft Site”, Shock and Vibration, Vol. 2016, Article ID 4751071, 9p. doi: 10.1155/2016/4751071.
L. D. Yang, Q. Q. Ji, Y. L. Zheng, C. Yang, D. L. Zhang, “Design of a shaking table test box for a subway station structure in soft soil”, Frontiers of Architecture and Civil Engineering in China, Vol. 1, no 2, pp. 194-197, 2007.
J. Bian, L. J. Tao, W. P. Zhang, B Zhang, “Shaking Table Test on Dynamic Soil Stress of the metro station Structure”, Chinese Journal of Underground Space and Engineering, Vol. 7, no 4, pp. 687-690, 2011. (in Chinese)
L. P. Jing , X. C. Meng, H. F. Sun, Y. Zou, B. D. Lu, “Shaking table test analysis of three-story subway station”, Journal of Earthquake Engineering and Engineering Vibration, Vol. 31, no 6, pp. 159-166, 2011.
G. X. Chen, Z. H. Wang, X. Zuo, X. L. Du, H. M. Gao, “Shaking table test on the seismic failure
characteristics of a metro station structure on liquefiable ground”, Earthquake Engineering and Structural Dynamics, Vol. 42, no 10, pp. 1489-1507, 2013.
H. Y. Zhuang , Z. H. Hu, X. J. Wang, G. X. Chen, “Seismic responses of a large underground structure in liquefied soils by FEM numerical modeling”, Bulletin of Earthquake Engineering, Vol. 13, no 12, pp. 3645–3668, 2015.
Z. Y. Chen, W. Chen, X. Y. Li, Y. Yuan, “Shaking table test of a multi-story subway station under pulse-like ground motions”, Soil Dynamics and Earthquake Engineering, Vol. 82, pp. 111-122, 2016.
D. Z. Quan, Y. H. Wang, D. Ye, Y. L. Jing, S Chen, “Shaking table test study on subway station built in loess area”, China Civil Engineering Journal, Vol. 49, no 11, pp. 79-90, 2016. (in Chinese)
D. Z. Quan, “Seismic Response Characteristic and Calculation Method of metro station in Loess”, Xi’an, 2016, Chang’an University. (in Chinese)
G. J. Parra-Montesinos, A. Bobet, J. A. Ramirez, “Evaluation of soil-structure interaction and structural collapse in Daikai subway station during Kobe earthquake”, ACI Structural Journal, Vol. 103, no 1, pp. 113-122, 2006.
X. L. Du, C. Ma, D. C. Lu, C. S. Xu, Z. G. Xu, “Collapse simulation and failure mechanism analysis of the Daikai subway station under seismic loads”, China Civil Engineering Journal, Vol. 50, no 1, pp. 53-62, 2017. (in Chinese)
T. Liu, Z. Y. Chen, Y. Yuan, X. Y. Shao, “Fragility analysis of a metro station structure by incremental dynamic analysis”, Advances in Structural Engineering, Vol. 20, no 7, pp. 1111-1124, 2017.
H. B. Liu, E. Song, “Seismic response of large underground structures in liquefiable soils subjected to horizontal and vertical earthquake excitations”, Computers and Geotechnics, Vol. 32, no 4, pp. 223-244, 2005.
X. H. Bao, Z. F. Xia, G. L. Ye, Y. B. Fu, D. Su, “Numerical analysis on the seismic behavior of a large metro subway tunnel in liquefiable ground”, Tunnelling and Underground Space Technology, Vol. 66, pp. 91-106, 2017.
C. J. Wang, “Seismic racking of a dual-wall metro station box embedded in soft soil strata”, Tunnelling and Underground Space Technology, Vol. 26, no 1, pp. 83-91, 2011.
H. Y. Zhuang, G. X. Chen, Z. H. Hu, C. Z. Qi, “Influence of soil liquefaction on the seismic response of a subway station in model tests”, Bulletin of Engineering Geology and the Environment, Vol. 75, no 3, pp. 1169-1182, 2016.
X. Y. Li, X. G. Jin, Y. S. Feng, W. Luo, “Effect of soft layer on seismic response of subway station in layered stratum”, Journal of Vibroengineering, Vol. 18, no 3, pp. 1602-1616, 2016.
G. X. Chen, S. Shen, C. Z. Qi, X. L. Du, Z. H. Wang, W. Y. Chen, “Shaking table tests on a three-arch type metro station structure in a liquefiable soil”, Bulletin of Earthquake Engineering, Vol. 13, no 6, pp. 1675-1701, 2015.
G. X. Chen, S. Chen, X. Zuo, X. L. Du, C. Z. Qi, Z. H. Wang, “Shaking-table tests and numerical simulations on a subway structure in soft soil”, Soil Dynamics and Earthquake Engineering, Vol. 76, pp. 13-28, 2015.
M. R. Moghadam, M. H. Baziar, “Seismic ground motion amplification pattern induced by a subway tunnel: Shaking table testing and numerical simulation”, Soil Dynamics and Earthquake Engineering, Vol. 83, pp. 81-97, 2016.
W. Li, W. Zhu, “A dynamic simulation model of passenger flow distribution on schedule-based rail transit networks with train delays”, Journal of Traffic and Transportation Engineering (English Edition), Vol. 3, no 4, pp. 364-373, 2015.
W. H. Zhou, H. Y. Qin, J. L. Qiu, H. B. Fan, J. X. Lai, K. Wang, L. X. Wang, “Building information modelling review with potential applications in tunnel engineering of China”, Royal Society Open Science, 2017, doi: 10.1098/rsos.170174.
A. J. Deeks, M. F. Randolph,“Axisymmetric time domain transmitting boundaries”,Journal of Engineering Mechanics, Vol. 120, no 8, pp. 25-42, 1994.
J. X. Lai, F. Y. Niu, K. Wang, J. X. Chen, Q. L. Qiu, H. B. Fao, Z. N. Hu,“Dynamic effect of metro-induced vibration on the rammed earth base of the Bell Tower”,Springplus,Vol. 2016, Article ID 935,doi: 10.1186/s40064-016-2627-1.
Z. Y. Chen, C. Shi, T. B. Li, Y. Yuan,“Damage characteristics and influence factors of mountain tunnels under strong earthquakes”,Natural Hazards, Vol. 61, no 2, pp. 387-401, 2012.
Z. Y. Chen, J. S. Wei,“Correlation between ground motion parameters and lining damage indices for mountain tunnels”,Natural Hazards, Vol. 65, no 3, pp. 1683-1702, 2013.
Z. Y. Chen, H. T. Yu, Y. Yuan,“Full 3D seismic analysis of a long-distance water conveyance tunnel”,Structure and Infrastructure Engineering, Vol. 10, no 1, pp. 128-140, 2014.
J. X.Lai, H. B. Fan, J. X. Chen, J. L. Qiu, K. Wang,“Blasting vibration monitoring of undercrossing railway tunnel using wireless sensor network”,InternationalJournal of Distributed Sensor Networks,Vol. 2015, Article ID 703980, doi: 10.1155/2015/703980.
Z. F. Wang, S. L. Shen, C. Ho, Y. H. Kim,“Investigation of Field Installation Effects of Horizontal Twin-Jet Grouting in Shanghai Soft Soil Deposits”,Canadian Geotechnical Journal, Vol. 50, no 3, pp. 288-297, 2013.
Z. F. Wang, S. L. Shen, Z. Y. Yin, Y. S. Xu,“Rapid field evaluation of the strength of cement-stabilized clayey soil”, Bulletin of Engineering Geology and the Environment, Vol. 74, no 3, pp. 991-999, 2015.
J. Matsui, K. Ohtomo, K. Kanaya, “Development and Validation of Nonlinear Dynamic Analysis in Seismic
Performance Verification of Underground RC Structures”, Journal of Advanced Concrete Technology, Vol.
, no 1, pp. 25-35, 2004.
X. J. Cheng, L. P. Jing, J. Cui, Y. Q. Li, RDong, “Shaking-Table Tests for Immersed Tunnels at Different
Sites”,Shock and Vibration,Vol. 2017, Article ID 2546318, doi: 10.1155/2017/2546318.
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