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| 005 | 20260817171144.0 | ||
| 008 | 140598 th eng | ||
| 035 | _a.b10108403 | ||
| 099 | 9 | _aAIT Thesis no.WA-82-7 | |
| 100 | 1 | _aHsu, Jen-ming | |
| 245 | 1 | 0 | _aBay-water response to long-period waves |
| 260 |
_aBangkok : _bAsian Institute of Technology, _c1982 |
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| 300 | _av, 36 p. | ||
| 490 | 1 |
_aThesis ; _vno. WA-82-7 |
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| 500 | _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering School of Engineering and Technology | ||
| 502 | _aThesis (M.Eng.) - Asian Institute of Technology, 1982 | ||
| 520 | _aIn this study, two approaches were used to investigate the wave-induced oscillations within a bay. Firstly, the spectral analysis methods respectively based on stationary stochastic process and non-stationary stochastic process were used to examine the observed wave data. Through these examinations, it is found t hat the predominant oscillations of, the former part of the observed waves are more dominated by the incident waves themselves, while those of the later part are obviously governed by t he local topography. Secondly, t he theoretical investigation based on the principles of hydro dynamics was performed on the resonant oscillations within a bay. A finite element numerical model was developed in this investigation, and applied to analyze the oscillations of natural modes in a real bay. In this analysis, a discrete set of natural periods of the bay was directly computed. The oscillations of natural modes so computed show good agreements with those estimated by the spectral analysis method. | ||
| 650 | 0 | _aWaves | |
| 650 | 0 | _aResonant vibration | |
| 700 | 1 |
_aAbe, Tetsuo, _eChairperson |
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| 700 | 0 |
_aSuphat Vongvisessomjai, _eExamination Committee |
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| 700 | 0 |
_aPrida Thimakorn, _eExamination Committee |
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| 710 | 2 |
_aGovernment of the Republic of China, _eScholarship Donor |
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| 810 | 2 |
_aAsian Institute of Technology. _tThesis ; _vno. WA-82-7 |
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| 856 |
_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B21381 |
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