Seguir
Daniel Cantero
Daniel Cantero
Associate Professor at NTNU (Norway)
Dirección de correo verificada de ntnu.no - Página principal
Título
Citado por
Citado por
Año
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
1092016
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
1022010
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
982019
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
932015
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
902019
Evolution of bridge frequencies and modes of vibration during truck passage
D Cantero, D Hester, J Brownjohn
Engineering Structures 152, 452-464, 2017
882017
Bridge damage detection using weigh-in-motion technology
D Cantero, A González
Journal of Bridge Engineering 20 (5), 04014078, 2015
802015
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
732016
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
702016
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
702016
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
662018
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
612011
Deep autoencoder architecture for bridge damage assessment using responses from several vehicles
MZ Sarwar, D Cantero
Engineering Structures 246, 113064, 2021
592021
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
582017
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
512017
Influence line extraction by deconvolution in the frequency domain
GT Frøseth, A Rønnquist, D Cantero, O Øiseth
Computers & Structures 189, 21-30, 2017
502017
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
462010
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
442010
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
412011
Maximum dynamic stress on bridges traversed by moving loads
D Cantero, A González, EJ OBrien
Proceedings of the Institution of Civil Engineers-Bridge Engineering 162 (2 …, 2009
372009
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–20