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Mosaruf Hussan

Researcher at Kunsan National University

Publications -  9
Citations -  148

Mosaruf Hussan is an academic researcher from Kunsan National University. The author has contributed to research in topics: Offshore wind power & Soil structure interaction. The author has an hindex of 5, co-authored 8 publications receiving 81 citations. Previous affiliations of Mosaruf Hussan include Ahsanullah University of Science and Technology.

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Multiple tuned mass damper for multi-mode vibration reduction of offshore wind turbine under seismic excitation

TL;DR: In this article, the performance of the multiple tuned mass damper (MTMD) was evaluated on the jacket supported offshore wind turbine (OWT) in terms of suppressing the first two vibrational modes.
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Time-series analysis of GPS measurements for long-span bridge movements using wavelet and model prediction techniques

TL;DR: Assessment of the safety behavior of the Incheon long-span bridge using high rate (10 Hz) geodetic monitoring global positioning system (GPS) finds both methods are found to be suitable techniques to estimate the performance changes of the GPS measurements in the time and frequency domains during the monitoring time period.
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Distributed plasticity approach for the nonlinear structural assessment of offshore wind turbine

TL;DR: In this paper, the authors provided an insight of the nonlinear behavior of the Offshore Wind Turbine (OWT) structure using the distributed plasticity approach, where the fiber section beam-column element was applied to construct the finite element model.
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Finite Element Analysis of Steel Fiber Reinforced Concrete (SFRC): Validation of Experimental Shear Capacities of Beams☆

TL;DR: In this article, steel fiber reinforced concrete (SFRC) and plain concrete beam specimens are used to make the SFRC and plain concretes and also modelled in the finite element (FE) platform of ANSYS 10.0 with SOLID65 element.
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Multiple tuned mass damper based vibration mitigation of offshore wind turbine considering soil–structure interaction

TL;DR: In this paper, the performance of the multiple tuned mass damper (MTMD) in minimizing the dynamic responses of the structures objected to seismic loads combined with static wind and wave loads is investigated.