Exceeding Probability of Earthquake-Induced Dynamic Displacement of Rail Based on Incremental Dynamic Analysis

Hongping Xing, Xiaodan Sun (), Yu Liu, Jinzhen Lin and Huilai Song
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Hongping Xing: School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
Xiaodan Sun: School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
Yu Liu: School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
Jinzhen Lin: School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
Huilai Song: School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China

Sustainability, 2022, vol. 14, issue 19, 1-16

Abstract: When an earthquake occurs, it can strongly shake high-speed railway bridges. Consequently, the dynamic displacement of the rail on the bridge may exceed the allowable standard. However, few studies have evaluated the probability of rail displacement exceeding the allowable standard, compared to the rich variety of research on the vulnerability of other components of the high-speed railway track-bridge system or other structures. In this paper, incremental dynamic analysis (IDA) is applied to calculate the exceeding probability of rail displacement under different earthquake excitations. A finite element model (FEM) of a high-speed railway track-bridge system is established, which consists of a finite length CRTS II ballastless track laid on a five-span simply supported girder bridge. Records from five stations in the PEER NGA−West2 strong ground motion dataset are selected as seismic excitation. Based on the simulation, the characteristics of the vertical displacement of the rail under different seismic excitations are investigated, and the probability of the vertical displacement of the rail exceeding the allowable standard is calculated using IDA. The results show that: (1) the vertical displacement of the rail above the abutment is significantly smaller than that above other parts of the bridge; (2) the vertical irregularity of the rail caused by earthquakes has a wavelength close to the length of a simply supported girder; (3) under some excitations, two bumps are observed in the Fourier displacement spectrum in the frequency range of 1.3–2.5 Hz and 10–12 Hz, respectively, which may indicate the resonance of the model to the excitation; and (4) the vertical displacement amplitude probability of the rail exceeding 2 mm is 44%, 89%, and 99% when PGA = 0.01 g, 0.20 g, and 0.40 g, respectively. The exceeding probability of the rail above the mid-span is larger than that above other parts of the bridge. Within the mid-span, the exceeding probability of the rail is the largest above the center of the bridge.

Keywords: incremental dynamic analysis; displacement time history analysis; Fourier spectrum analysis; vertical irregularity; exceeding probability of displacement (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2022
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