Train–track–bridge modelling and review of parameters D Cantero, T Arvidsson, E OBrien, R Karoumi Structure and Infrastructure Engineering 12 (9), 1051-1064, 2016 | 110 | 2016 |
Experimental monitoring of bridge frequency evolution during the passage of vehicles with different suspension properties D Cantero, P McGetrick, CW Kim, E OBrien Engineering Structures 187, 209-219, 2019 | 104 | 2019 |
Characteristic dynamic increment for extreme traffic loading events on short and medium span highway bridges EJ OBrien, D Cantero, B Enright, A González Engineering Structures 32 (12), 3827-3835, 2010 | 102 | 2010 |
Railway infrastructure damage detection using wavelet transformed acceleration response of traversing vehicle D Cantero, B Basu Structural Control and Health Monitoring 22 (1), 62-70, 2015 | 95 | 2015 |
Drive-by scour monitoring of railway bridges using a wavelet-based approach PC Fitzgerald, A Malekjafarian, D Cantero, EJ OBrien, LJ Prendergast Engineering Structures 191, 1-11, 2019 | 94 | 2019 |
Evolution of bridge frequencies and modes of vibration during truck passage D Cantero, D Hester, J Brownjohn Engineering Structures 152, 452-464, 2017 | 94 | 2017 |
Bridge damage detection using weigh-in-motion technology D Cantero, A González Journal of Bridge Engineering 20 (5), 04014078, 2015 | 82 | 2015 |
Identification of sudden stiffness changes in the acceleration response of a bridge to moving loads using ensemble empirical mode decomposition H Aied, A González, D Cantero Mechanical Systems and Signal Processing 66, 314-338, 2016 | 74 | 2016 |
Time–frequency analysis of railway bridge response in forced vibration D Cantero, M Ülker-Kaustell, R Karoumi Mechanical Systems and Signal Processing 76, 518-530, 2016 | 73 | 2016 |
The reinforcement and healing of asphalt mastic mixtures by rejuvenator encapsulation in alginate compartmented fibres A Tabaković, W Post, D Cantero, O Copuroglu, SJ Garcia, E Schlangen Smart Materials and Structures 25 (8), 084003, 2016 | 73 | 2016 |
Determination of railway track longitudinal profile using measured inertial response of an in-service railway vehicle EJ OBrien, P Quirke, C Bowe, D Cantero Structural Health Monitoring 17 (6), 1425-1440, 2018 | 68 | 2018 |
Deep autoencoder architecture for bridge damage assessment using responses from several vehicles MZ Sarwar, D Cantero Engineering Structures 246, 113064, 2021 | 63 | 2021 |
Drive-by detection of railway track stiffness variation using in-service vehicles P Quirke, D Cantero, EJ OBrien, C Bowe Proceedings of the Institution of Mechanical Engineers, Part F: Journal of …, 2017 | 63 | 2017 |
Dynamic increment for shear force due to heavy vehicles crossing a highway bridge A González, D Cantero, EJ OBrien Computers & structures 89 (23-24), 2261-2272, 2011 | 61 | 2011 |
Railway bridge damage detection using vehicle-based inertial measurements and apparent profile P Quirke, C Bowe, EJ OBrien, D Cantero, P Antolin, JM Goicolea Engineering structures 153, 421-442, 2017 | 52 | 2017 |
Influence line extraction by deconvolution in the frequency domain GT Frøseth, A Rønnquist, D Cantero, O Øiseth Computers & Structures 189, 21-30, 2017 | 52 | 2017 |
Critical speed for the dynamics of truck events on bridges with a smooth road surface A González, EJ OBrien, D Cantero, Y Li, J Dowling, A Žnidarič Journal of Sound and Vibration 329 (11), 2127-2146, 2010 | 46 | 2010 |
Modelling the vehicle in vehicle—infrastructure dynamic interaction studies D Cantero, EJ O'Brien, A González Proceedings of the Institution of Mechanical Engineers, Part K: Journal of …, 2010 | 45 | 2010 |
Comparison of bridge dynamic amplifications due to articulated 5-axle trucks and large cranes D Cantero, A Gonzalez, E OBrien The Baltic Journal of Road and Bridge Engineering 6 (1), 39-47, 2011 | 41 | 2011 |
Determination of longitudinal profile of railway track using vehicle-based inertial readings EJ OBrien, C Bowe, P Quirke, D Cantero Proceedings of the Institution of Mechanical Engineers, Part F: Journal of …, 2017 | 38 | 2017 |