Computation of Rayleigh damping coefficient of a rectangular submerged floating tunnel (SFT)
Abstract The dynamic behaviors of the submerged floating tunnel, a buoyant structure of high slenderness, are a matter of concern since it is surrounded by the huge hazardous effects called hydrodynamic, seismic and functional action. Modal analysis and Rayleigh damping coefficients play a significa...
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Online Access: | https://doi.org/10.1007/s42452-020-2629-z |
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doaj-2db9b6943ee54489bee8cafeb24786382021-04-25T11:20:50ZengSpringerSN Applied Sciences2523-39632523-39712020-04-012511010.1007/s42452-020-2629-zComputation of Rayleigh damping coefficient of a rectangular submerged floating tunnel (SFT)Md. Hafizur Rahman0Chhavi Gupta1Sharda UniversitySharda UniversityAbstract The dynamic behaviors of the submerged floating tunnel, a buoyant structure of high slenderness, are a matter of concern since it is surrounded by the huge hazardous effects called hydrodynamic, seismic and functional action. Modal analysis and Rayleigh damping coefficients play a significant role in dynamic analysis, but it is not sufficiently simple to predict the reasonable damping coefficients named α and β. The present paper outlines the modal analysis and the calculation of Rayleigh damping coefficients that provide the natural frequencies, mode shapes, mode’s motion as well as coefficients α and β. To compute the Rayleigh damping coefficients, 2–10% damping to the critical damping has been assumed for this analytical study. For the analysis, an FEA-based software ANSYS is utilized successfully. It has been seen that the fundamental frequency and Rayleigh damping coefficients (α = 0.946 and β = 0.00022) of the SFT are reasonably high and it is under noticeable damping.https://doi.org/10.1007/s42452-020-2629-zBuoyantSlendernessRayleigh damping coefficientsMode’s motion |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Md. Hafizur Rahman Chhavi Gupta |
spellingShingle |
Md. Hafizur Rahman Chhavi Gupta Computation of Rayleigh damping coefficient of a rectangular submerged floating tunnel (SFT) SN Applied Sciences Buoyant Slenderness Rayleigh damping coefficients Mode’s motion |
author_facet |
Md. Hafizur Rahman Chhavi Gupta |
author_sort |
Md. Hafizur Rahman |
title |
Computation of Rayleigh damping coefficient of a rectangular submerged floating tunnel (SFT) |
title_short |
Computation of Rayleigh damping coefficient of a rectangular submerged floating tunnel (SFT) |
title_full |
Computation of Rayleigh damping coefficient of a rectangular submerged floating tunnel (SFT) |
title_fullStr |
Computation of Rayleigh damping coefficient of a rectangular submerged floating tunnel (SFT) |
title_full_unstemmed |
Computation of Rayleigh damping coefficient of a rectangular submerged floating tunnel (SFT) |
title_sort |
computation of rayleigh damping coefficient of a rectangular submerged floating tunnel (sft) |
publisher |
Springer |
series |
SN Applied Sciences |
issn |
2523-3963 2523-3971 |
publishDate |
2020-04-01 |
description |
Abstract The dynamic behaviors of the submerged floating tunnel, a buoyant structure of high slenderness, are a matter of concern since it is surrounded by the huge hazardous effects called hydrodynamic, seismic and functional action. Modal analysis and Rayleigh damping coefficients play a significant role in dynamic analysis, but it is not sufficiently simple to predict the reasonable damping coefficients named α and β. The present paper outlines the modal analysis and the calculation of Rayleigh damping coefficients that provide the natural frequencies, mode shapes, mode’s motion as well as coefficients α and β. To compute the Rayleigh damping coefficients, 2–10% damping to the critical damping has been assumed for this analytical study. For the analysis, an FEA-based software ANSYS is utilized successfully. It has been seen that the fundamental frequency and Rayleigh damping coefficients (α = 0.946 and β = 0.00022) of the SFT are reasonably high and it is under noticeable damping. |
topic |
Buoyant Slenderness Rayleigh damping coefficients Mode’s motion |
url |
https://doi.org/10.1007/s42452-020-2629-z |
work_keys_str_mv |
AT mdhafizurrahman computationofrayleighdampingcoefficientofarectangularsubmergedfloatingtunnelsft AT chhavigupta computationofrayleighdampingcoefficientofarectangularsubmergedfloatingtunnelsft |
_version_ |
1721509799208681472 |