Real-time hybrid simulation of high-speed train-track-bridge interactions using the moving load convolution integral method

Podworna "Vertical vibrations of composite bridge/track structure/high-speed train systems. Part 2: Physical and mathematical modelling" Bulletin of the Polish Academy of Sciences: Technical Sciences (2014)

[4]

Xia "Analysis of resonance mechanism and conditions of train–bridge system" J Sound Vib (2006) 10.1016/j.jsv.2006.04.022

[5]

Liu "The effect of dynamic train–bridge interaction on the bridge response during a train passage" J Sound Vib (2009) 10.1016/j.jsv.2009.03.021

[6]

Wu "Three-dimensional analysis of train-rail-bridge interaction problems" Veh Syst Dyn (2001) 10.1076/vesd.36.1.1.3567

[7]

Xia "Dynamic analysis of railway bridge under high-speed trains" Comput Struct (2005) 10.1016/j.compstruc.2005.02.014

[8]

Wallin "Strengthening of a steel railway bridge and its impact on the dynamic response to passing trains" Eng Struct (2011) 10.1016/j.engstruct.2010.11.022

[9]

Mao "Critical speed and resonance criteria of railway bridge response to moving trains" J Bridge Eng (2013) 10.1061/(asce)be.1943-5592.0000336

[10]

Yang "A versatile element for analyzing vehicle–bridge interaction response" Eng Struct (2001) 10.1016/s0141-0296(00)00065-1

[11]

Wu "Steady-state response and riding comfort of trains moving over a series of simply supported bridges" Eng Struct (2003) 10.1016/s0141-0296(02)00147-5

[12]

Zhu "An efficient multi-time-step method for train-track-bridge interaction" Comput Struct (2018) 10.1016/j.compstruc.2017.11.004

[13]

Liu "A fast modeling technique for the vertical train-track-bridge interactions" Shock Vib (2019)

[14]

Arvidsson "Train running safety on non-ballasted bridges" Int J Rail Transp (2019) 10.1080/23248378.2018.1503975

[15]

Xia "Experimental analysis of railway bridge under high-speed trains" J Sound Vib (2005) 10.1016/j.jsv.2004.04.033

[16]

Gou H, Shi X, Zhou W, Cui K, Pu Q. Dynamic performance of continuous railway bridges: Numerical analyses and field tests. Proc Inst Mech Eng, Part F: J Rail Rapid Transit 2017; 232: 095440971770201. doi:10.1177/0954409717702019. 10.1177/0954409717702019

[17]

Gou H, Yang B, Guo W, Bao Y. Static and dynamic responses of a tied-arch railway bridge under train load. Struct Eng Mech 2019; 71:13–22. doi:10.12989/sem.2019.71.1.013.

[18]

Gou "Dynamic behavior of hybrid framed arch railway bridge under moving trains" Struct Infrastruct Eng (2019) 10.1080/15732479.2019.1594314

[19]

Jukowski "Identification of the numerical model of FEM in reference to measurements in situ" AIP Conf Proc (2018) 10.1063/1.5019161

[20]

Mezeh "New approach for the assessment of train/track/foundation dynamics using in-situ measurements of high-speed train induced vibrations" Soil Dyn Earthquake Eng (2019) 10.1016/j.soildyn.2018.10.024

[21]

Nakashima "Development of real-time pseudo dynamic testing" Earthquake Eng Struct Dyn (1992) 10.1002/eqe.4290210106

[22]

Dion "Real-time dynamic substructuring testing of a bridge equipped with friction-based seismic isolators" J Bridge Eng (2012) 10.1061/(asce)be.1943-5592.0000199

[23]

Jiang "Real-time hybrid simulation of a complex bridge model with MR dampers using the convolution integral method" Smart Mater Struct (2013) 10.1088/0964-1726/22/10/105008

[24]

Friedman A, Dyke SJ, Phillips B, Ahn R, Dong B, Chae Yunbyeong, et al. Large-scale real-time hybrid simulation for evaluation of advanced damping system performance. J Struct Eng 2015; 141:04014150. doi:10.1061/(ASCE)ST.1943-541X.0001093. 10.1061/(asce)st.1943-541x.0001093

[25]

Guo "Rotational friction Damper’s performance for controlling seismic response of high speed railway bridge-track system" Comput Model Eng Sci (2019)

[26]

Kim "Real-time hybrid simulation using the convolution integral method" Smart Mater Struct (2011) 10.1088/0964-1726/20/2/025024

[27]

Xia H, Zhang N, Guo W. Dynamic analysis of train-bridge coupling system. In: Xia H, Zhang N, Guo W, editors. Dynamic interaction of train-bridge systems in high-speed railways: theory and applications, Berlin, Heidelberg: Springer Berlin Heidelberg; 2018. p. 227–89. doi:10.1007/978-3-662-54871-4_5. 10.1007/978-3-662-54871-4_5

[28]

Chae "Real-time force control for servo-hydraulic actuator systems using adaptive time series compensator and compliance springs" Earthquake Eng Struct Dyn (2018) 10.1002/eqe.2994

[29]

Chae "Experimental study on the rate-dependency of reinforced concrete structures using slow and real-time hybrid simulations" Eng Struct (2017) 10.1016/j.engstruct.2016.11.065

[30]

Kolay "Implementation and application of the unconditionally stable explicit parametrically dissipative KR-α method for real-time hybrid simulation" Earthquake Eng Struct Dyn (2015) 10.1002/eqe.2484

[31]

Schellenberg A, Shao B, Mahin S. Development of a large-scale 6dof hybrid shake table and application to testing response modification devices for tall buildings; 2017.

[32]

Adaptive time series compensator for delay compensation of servo‐hydraulic actuator systems for real‐time hybrid simulation

Yunbyeong Chae, Karim Kazemibidokhti, James M. Ricles

Earthquake Engineering & Structural Dynamics 2013 10.1002/eqe.2294

[33]

Guo "Seismic performance evaluation of typical piers of China’s high-speed railway bridge line using pushover analysis" Math Probl Eng (2019) 10.1155/2019/9514769

[34]

Guo "Seismic damage features of high-speed railway simply supported bridge-track system under near-fault earthquake" Adv Struct Eng (2020) 10.1177/1369433219896166

[35]

National Railway Administration of People’s Republic of China. Code of design of high speed railway; 2016.

[36]

Hou "Application research of large tonnage anchorage device for simply supported box beam on passenger-dedicated railway line" Railway Stand Des (2012)

[37]

National Railway Administration of People’s Republic of China. PSD of Ballastless Track Irregularities of High Speed Railway. n.d.

[38]

Yang "Vehicle-bridge interaction dynamics: with applications to high-speed railways" World Sci (2004)

Cited By

47

Research on offline real-time hybrid test of high-speed maglev vehicle-bridge coupling vibration based on PSO-optimized deep learning algorithms

Wei Guo, Haoran Ma · 2026

Structures

Adaptive compound control for the real‐time hybrid simulation of high‐speed railway train–bridge coupling vibration

Ping Shao, Wei Guo · 2021

Structural Control and Health Monit...

Metrics

47

Citations

38

References

Details

Published: Feb 01, 2021
Vol/Issue: 228
Pages: 111537
License: View

Authors

W

Wei Guo

North China University of Technology

Nanjing University of Science and Technology

Union Hospital

Funding

National Natural Science Foundation of China Award: 51878563

Cite This Article

Wei Guo, Chen Zeng, Hongye Gou, et al. (2021). Real-time hybrid simulation of high-speed train-track-bridge interactions using the moving load convolution integral method. Engineering Structures, 228, 111537. https://doi.org/10.1016/j.engstruct.2020.111537

Real-time hybrid simulation of high-speed train-track-bridge interactions using the moving load convolution integral method

You May Also Like