D
Daniel Cantero
Researcher at Norwegian University of Science and Technology
Publications - 57
Citations - 1123
Daniel Cantero is an academic researcher from Norwegian University of Science and Technology. The author has contributed to research in topics: Bridge (interpersonal) & Computer science. The author has an hindex of 17, co-authored 50 publications receiving 737 citations. Previous affiliations of Daniel Cantero include Trinity College, Dublin & Innovative Solutions & Support.
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Train–track–bridge modelling and review of parameters
TL;DR: In this paper, the authors constructed a model to calculate the coupled dynamic response of train-track-bridge systems, and each component of the model is presented in detail together with the corresponding data.
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Railway infrastructure damage detection using wavelet transformed acceleration response of traversing vehicle
Daniel Cantero,Biswajit Basu +1 more
TL;DR: In this article, a wavelet-based indicator is proposed to detect track irregularities produced by weaker sections of the infrastructure, and validated by means of a 2-DOF vehicle model excited by randomly generated track irregularities together with the presence of various local track defects.
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Evolution of bridge frequencies and modes of vibration during truck passage
TL;DR: In this article, the authors report an experimental campaign that aims at measuring the evolution of bridge modal properties during the passage of a vehicle and investigate not only frequency shifts due to various vehicle positions, but also changes in the shape of the modes of vibration.
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Characteristic Dynamic Increment for Extreme Traffic Loading Events on Short and Medium Span Highway Bridges
TL;DR: In this paper, a model that allows for vehicle-bridge interaction and takes into account the road surface condition is presented for the assessment of mid-span bending moment in a wide range of short to medium span bridges for bidirectional traffic.
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Experimental monitoring of bridge frequency evolution during the passage of vehicles with different suspension properties
TL;DR: In this paper, the authors further explored how frequencies vary during a vehicle passage and empirically showed that the frequency shift depends also on the vehicle-to-bridge frequency ratio, and the results confirmed different frequency shifts for vehicles with the same mass but different suspension properties.