TTB-2D: Train–Track–Bridge interaction simulation tool for Matlab
Tóm tắt
Từ khóa
Tài liệu tham khảo
Zhai, 2019, Train–track–bridge dynamic interaction: a state-of-the-art review, Veh Syst Dyn, 57, 984, 10.1080/00423114.2019.1605085
Yang, 2004
2020
Cantero, 2016, Train–track–bridge modelling and review of parameters, Struct Infrastructure Eng, 12, 1051, 10.1080/15732479.2015.1076854
Cantero, 2016, Numerical evaluation of the mid-span assumption in the calculation of total load effects in railway bridges, Eng Struct, 107, 1, 10.1016/j.engstruct.2015.11.005
Cantero, 2017, Numerical evaluation of modal properties change of railway bridges during train passage, Procedia Eng, 199, 2931, 10.1016/j.proeng.2017.09.345
Quirke, 2017, Railway bridge damage detection using vehicle-based inertial measurements and apparent profile, Eng Struct, 153, 421, 10.1016/j.engstruct.2017.10.023
OBrien, 2017, Determination of longitudinal profile of railway track using vehicle-based inertial readings, Proc Inst Mech Eng, 231, 518, 10.1177/0954409716664936
Quirke, 2017, Drive-by detection of railway track stiffness variation using in-service vehicles, Proc Inst Mech Eng, 231, 498, 10.1177/0954409716634752
Malekjafarian, 2021, Railway track loss-of-stiffness detection using bogie filtered displacement data measured on a passing train, Infrastructures, 6, 93, 10.3390/infrastructures6060093
Fitzgeralda, 2019, Drive-by scour monitoring of railway bridges using a wavelet-based approach, Eng Struct, 191, 1, 10.1016/j.engstruct.2019.04.046
Ren, 2022, Railway bridge condition monitoring using numerically calculated responses from batches of trains, Appl Sci, 12, 4972, 10.3390/app12104972
Nguyen, 2014, Comparison of dynamic effects of high-speed traffic load on ballasted track using a simplified two-dimensional and full three-dimensional model, Proc Inst Mech Eng, 2228, 128, 10.1177/0954409712465710
1999
Cantero, 2022, VEqMon2D—Equations of motion generation tool of 2D vehicles with Matlab, SoftwareX, 19, 10.1016/j.softx.2022.101103
Iwnick, 1998, Manchester benchmarks for rail vehicle simulation, Veh Syst Dyn: Int J Vehicle Mech Mobil, 30, 295, 10.1080/00423119808969454
Nguyen, 2015, Influence of rail track properties on vehicle–track responses, Proc Inst Civil Eng: Transport, 168, 499
Zhai, 2009, Fundamentals of vehicle–track coupled dynamics, Veh Syst Dy: Int J Vehicle Mech Mobil, 47, 1349, 10.1080/00423110802621561
Doménech, 2014, Influence of the vehicle model on the prediction of the maximum bending response of simply-supported bridges under high-speed railway traffic, Eng Struct, 72, 123, 10.1016/j.engstruct.2014.04.037
Antolin, 2013, Consideration of nonlinear wheel–rail contact forces for dynamic vehicle–bridge interaction in high-speed railways, J Sound Vib, 332, 1231, 10.1016/j.jsv.2012.10.022
Wu, 2003, Steady-state response and riding comfort of trains moving over a series of simply supported bridges, Eng Struct, 25, 251, 10.1016/S0141-0296(02)00147-5
Fryba, 1996
Guo, 2012, Integral model for train-track-bridge interaction on the Sesia viaduct: Dynamic simulation and critical assessment, Comput Struct, 112–113, 205, 10.1016/j.compstruc.2012.09.001
Rocha, 2014, Probabilistic safety assessment of a short span high-speed railway bridge, Eng Struct, 71, 99, 10.1016/j.engstruct.2014.04.018
Zhai, 2004, Modelling and experiment of railway ballast vibrations, J Sound Vib, 270, 673, 10.1016/S0022-460X(03)00186-X
Xia, 2003, Dynamic analysis of high speed railway bridge under articulated trains, Comput Struct, 81, 2467, 10.1016/S0045-7949(03)00309-2
Lou, 2007, Finite element analysis for train–track–bridge interaction system, Arch Appl Mech, 77, 707, 10.1007/s00419-007-0122-4
Lei, 2017
Arvidsson, 2014, Train-bridge interaction — a review and discussion of key model parameters, Int J Rail Transp, 2, 147, 10.1080/23248378.2014.897790