54 citations as recorded by crossref.

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2. Ground vibrations induced by InterCity/InterRegion trains: a numerical prediction based on the multibody/finite element modeling approach G. Kouroussis et al. 10.1177/1077546315573914
3. Modal based method to predict subway train-induced vibration in buildings M. Vasheghani Farahani et al. 10.1016/j.istruc.2022.11.092
4. FEM and field tests to study the dynamic response of composite pavement surrounding embedded tram tracks to moving loading: implications to fatigue cracking Y. Shan et al. 10.1016/j.conbuildmat.2024.135778
5. A Numerical Analysis of Ground Vibration Induced by Typical Rail Corrugation of Underground Subway M. Xing et al. 10.1155/2019/8406813
6. Numerical Study on the Influence of Coupling Beam Modeling on Structural Accelerations during High-Speed Train Crossings L. Bettinelli et al. 10.3390/app13158746
7. Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track W. Zhai et al. 10.1016/j.soildyn.2015.02.002
8. A comprehensive prediction model for vehicle/track/soil dynamic response due to wheel flats G. Alexandrou et al. 10.1177/0954409715576015
9. Analytical Model to Predict Dynamic Responses of Railway Subgrade due to High-Speed Trains Considering Wheel–Track Interaction H. Yao et al. 10.1061/(ASCE)GM.1943-5622.0000545
10. Assessment, Prediction, and Mitigation of Metro-Induced Vibrations for an Opera Theatre Adjacent to a Station: A Case Study Q. Wang et al. 10.1007/s40864-023-00201-5
11. Characterization of train kinematics and source wavelets from near-field seismic data T. Rebert et al. 10.1093/gji/ggae067
12. Response of railway track coupled with a stratified ground consisting of saturated interlayer to high-speed moving train load S. Feng et al. 10.1016/j.soildyn.2017.08.018
13. Prediction and mitigation of train-induced vibrations of large-scale building constructed on subway tunnel J. Yang et al. 10.1016/j.scitotenv.2019.02.397
14. Experimental validation of a simplified numerical model to predict train-induced ground vibrations A. Faizan et al. 10.1016/j.compgeo.2021.104547
15. Experimental investigation into temperature- and frequency-dependent dynamic properties of high-speed rail pads K. Wei et al. 10.1016/j.conbuildmat.2017.06.044
16. Modeling and Parameter Optimization of Dynamic Characteristic Variables of Ballast Bed during Operation for Dynamic Track Stabilizer B. Yan et al. 10.1155/2021/5519566
17. A prediction model and its validation of railway-induced building vibrations Y. Zhang et al. 10.1177/1687814016672366
18. The calibration challenge when inferring longitudinal track profile from the inertial response of an in-service train P. Quirke et al. 10.1139/cjce-2020-0069
19. Mitigating high-speed train vibrations with EPS blocks for various soil conditions A. Lyratzakis et al. 10.1016/j.soildyn.2020.106482
20. Prediction and mitigation analysis of railway-induced vibrations of a layered transversely isotropic ground comprising different media with a hybrid 2.5-D method S. Feng et al. 10.1016/j.compgeo.2023.105461
21. A matrix coupled model for vehicle-slab track-subgrade interactions at 3-D space L. Xu et al. 10.1016/j.soildyn.2019.105894
22. Field evaluation and analysis of road subgrade dynamic responses under heavy duty vehicle Z. Lu et al. 10.1080/10298436.2016.1240560
23. An Alternative Solution of Train‐Track Dynamic Interaction Z. Chen et al. 10.1155/2019/1859261
24. Prediction Method of Ground Vibration Caused by High-Speed Railway Based on the Formula from the Federal Transportation Administration C. Wang et al. 10.1061/JTEPBS.TEENG-7859
25. Prediction of railway ground vibrations: Accuracy of a coupled lumped mass model for representing the track/soil interaction G. Kouroussis & O. Verlinden 10.1016/j.soildyn.2014.11.007
26. Mitigation of vibrations in high-speed railway cuttings using expanded-polystyrene blocks A. Lyratzakis et al. 10.1016/j.trgeo.2021.100572
27. Urban railway ground vibrations induced by localized defects: using dynamic vibration absorbers as amitigation solution G. Kouroussis et al. 10.1631/jzus.A1800651
28. In situ experimental study on high speed train induced ground vibrations with the ballast-less track S. Feng et al. 10.1016/j.soildyn.2017.09.001
29. Using the 2.5D FE and transfer matrix methods to study ground vibration generated by two identical trains passing each other G. Cheng et al. 10.1016/j.soildyn.2018.06.025
30. Dynamic performance comparison of different types of ballastless tracks using vehicle-track-subgrade coupled dynamics model M. Chen et al. 10.1016/j.engstruct.2021.113390
31. Efficient mitigation of high-speed trains induced vibrations of railway embankments using expanded polystyrene blocks A. Lyratzakis et al. 10.1016/j.trgeo.2019.100312
32. The longitudinal track-bridge interaction of ballasted track in railway bridges: Experimental determination of dynamic stiffness and damping characteristics A. Stollwitzer et al. 10.1016/j.engstruct.2022.115115
33. Railway-induced ground vibrations – a review of vehicle effects G. Kouroussis et al. 10.1080/23248378.2014.897791
34. Probabilistic Prediction and Assessment of Train-Induced Vibrations Based on Mixture Density Model Z. Tao et al. 10.3390/buildings14113468
35. A numerical analysis of the influence of tram characteristics and rail profile on railway traffic ground-borne noise and vibration in the Brussels Region G. Kouroussis et al. 10.1016/j.scitotenv.2013.05.083
36. Vibration characterization of fully-closed high speed railway subgrade through frequency: Sweeping test L. Wang 10.1016/j.soildyn.2016.05.011
37. The Comparison of Different Approaches to Model Vehicle-Bridge Interaction Ľ. Daniel & J. Kortiš 10.1016/j.proeng.2017.05.370
38. Structural impact response for assessing railway vibration induced on buildings G. Kouroussis et al. 10.1051/meca/2017043
39. Designing ballastless high-speed railways in frozen regions: A dynamic analysis using three-dimensional numerical modelling S. Tian et al. 10.1016/j.trgeo.2024.101435
40. Environmental Ground-Borne Noise and Vibration from Urban Light Rail Transportation During Construction and Operation K. Vogiatzis & G. Kouroussis 10.1007/s40726-017-0059-3
41. The effect of embankment on high speed rail ground vibrations B. Olivier et al. 10.1080/23248378.2016.1220844
42. Prediction of underground metro train-induced ground vibration using hybrid PSO-ANN approach N. Kedia et al. 10.1007/s00521-022-08093-5
43. Random vibration of train-track-ground system with a poroelastic interlayer in the subsoil Y. Li et al. 10.1016/j.soildyn.2019.01.025
44. Mitigation of high-speed trains vibrations by expanded polystyrene blocks in railway embankments A. Lyratzakis et al. 10.1631/jzus.A1900680
45. Railway structure monitoring solutions using fibre Bragg grating sensors G. Kouroussis et al. 10.1080/23248378.2016.1184598
46. Dynamic Stress of Subgrade Bed Layers Subjected to Train Vehicles with Large Axle Loads F. Xu et al. 10.1155/2018/2916096
47. Simulation and mitigation analysis of ground vibrations induced by high-speed train with three dimensional FEM S. Feng et al. 10.1016/j.soildyn.2017.01.022
48. Modelling train-induced vibration of structures using a mixed-frame-of-reference approach P. Bucinskas et al. 10.1016/j.jsv.2020.115575
49. Train–track–bridge modelling and review of parameters D. Cantero et al. 10.1080/15732479.2015.1076854
50. Characteristic and mechanism of structural acoustic radiation for box girder bridge in urban rail transit X. Zhang et al. 10.1016/j.scitotenv.2018.01.297
51. Dämpfungskennwerte des Schotteroberbaus auf Eisenbahnbrücken A. Stollwitzer & J. Fink 10.1002/bate.202000100
52. Application of the Newmark Numerical Method with Contact Algorithm to the Solution of the Vehicle-bridge Interaction J. Kortiš & L. Daniel 10.1016/j.proeng.2016.08.119
53. Railway cuttings and embankments: Experimental and numerical studies of ground vibration G. Kouroussis et al. 10.1016/j.scitotenv.2016.03.016
54. A semi-analytical method for predicting train-induced vibrations considering train-track-soil and soil-pile-building dynamic interactions Z. Tao et al. 10.1016/j.soildyn.2023.107822