Biswajit Basu

Prof. Biswajit Basu

School of Engineering, Trinity College Dublin, Dublin 2, Ireland

Research Focus & Metrics

Academic Career Length

42Years (1985-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 February 2009 in Engineering Structures
Verified
Journal Article
Closed access
SCShane Colwell
Shane Colwell
BBBiswajit Basu
Biswajit Basu

5 May 2009 in IEEE Transactions on Intelligent Transportation Systems
Verified
Journal Article
Open access
Bidisha GhoshBidisha Ghosh
Bidisha Ghosh
BBBiswajit Basu
Biswajit Basu
MOMargaret O'MAhony
Margaret O'MAhony
Existing time-series models that are used for short-term traffic condition forecasting are mostly univariate in nature. Generally, the extension of existing univariate time-series models to a multivariate regime involves huge computational complexities. A different class of time-series models called structural time-series model (STM) (in its multivariate form) has been introduced in this paper to develop a parsimonious and computationally simple multivariate short-term traffic condition forecasting algorithm. The different components of a time-series data set such as trend, seasonal, cyclical, and calendar variations can separately be modeled in STM methodology. A case study at the Dublin, Ireland, city center with serious traffic congestion is performed to illustrate the forecasting strategy. The results indicate that the proposed forecasting algorithm is an effective approach in predicting real-time traffic flow at multiple junctions within an urban transport network.

17 October 2007 in Wind Energy
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Journal Article
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PMP. J. Murtagh
P. J. Murtagh
AGA. Ghosh
A. Ghosh
BBBiswajit Basu
Biswajit Basu
BBBrian Broderick
Brian Broderick

1 July 2005 in Engineering Structures
Verified
Journal Article
Closed access
PMP.J. Murtagh
P.J. Murtagh
BBBiswajit Basu
Biswajit Basu
BBBrian Broderick
Brian Broderick

1 December 2009 in Earthquake Engineering and Engineering Vibration
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Journal Article
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SNSatish Nagarajaiah
Satish Nagarajaiah
BBBiswajit Basu
Biswajit Basu

15 May 2014 in Structural Control and Health Monitoring
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Journal Article
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PDF file
NDNguyen Dinh
Nguyen Dinh
BBBiswajit Basu
Biswajit Basu
This paper investigates the use of single and multiple tuned mass dampers (TMDs) for passive control of edgewise vibrations of nacelle/tower and spar of spar‐type floating wind turbines (S‐FOWTs). Uncontrolled and controlled mathematical models of the S‐FOWT are developed by using Euler‐Lagrangian energy formulations. In these models, the aerodynamic properties of the blade, variable mass and stiffness, gravity, the interactions among the blades, nacelle, spar and mooring system, the hydrodynamic effects, the restoring moment, and the buoyancy force are considered. The vibrations of the blades, nacelle, tower, and spar are coupled in all degrees of freedom and in all inertial, dissipative, and elastic components. In the controlled model, several set of horizontal TMDs are placed in the spar at various depths and the coupling of these TMDs with the nacelle and spar motions is considered. The control effectiveness is evaluated by the reduction of the root‐mean‐square and maximum response. The control feasibility is examined by using the spar sinking and the TMD maximum strokes. The investigations using nonlinear time–domain simulation show that a single TMD can reduce up to 40% of the nacelle sway displacement and the spar roll, and that the reduction observed with multiple TMDs is 50%. The influence of the spar TMD is more significant than that of the nacelle TMD. The spar TMDs are less effective when their positions are lower. In all the cases studied, good heave performance of the S‐FOWT is maintained. Copyright © 2014 John Wiley & Sons, Ltd.