1 |
Lee, J.J. (1969). Wave Induced Oscillations in Harbors of Arbitrary Shape, Report No. KH-20, W.M. Keck Laboratory, California Institute of Technology, Pasadena, 266p.
|
2 |
Mei, C.C. (1989). The applied dynamics of ocean surface waves, World Scientific Publishing Co.
|
3 |
Nakamura, T., Mochizuki, H. and Morita, S. (1996). “Performance of a Resonator Designed by the Wave Filter Theoryapplicability to a Harbor”, Proc. 25th Conf. on Coastal Eng., pp 1280-1292.
|
4 |
Nakamura, T., Morita, S. and Kato, K. (1998). “Wave Protection Performance of a Resonator Founded at Harbor Entrance”, Proc. Coastal Eng., JSCE, Vol 45, pp 721-725.
DOI
|
5 |
Poon, Y.K., Raichlen, F. and Walker, J. (1998). “Application of Physical Model in Long Wave Studies for the Port of Long Beach”, Proc. 26th ICCE, ASCE, pp 1222-1235.
|
6 |
Sakakibara, S. and Kubo, M. (2008). “Characteristics of Low-frequency Motions of Ships Moored Inside Ports and Harbors on the Basis of Field Observations”, Marine Structures 21, pp 196-223.
DOI
ScienceOn
|
7 |
Sawaragi, T. (1991). Waves, Sediment Transport and Structure. Gihodo Press, 390p.
|
8 |
이광호, 정성호, 정진우, 김도삼 (2010). “공진장치를 이용한 단주기파랑과 고립파의 제어”, 대한토목학회논문집, 대한토목학회, 제30권, 제1B호, pp 89-100.
|
9 |
정원무 (1999). 항만부진동에 대한 현장 연구와 유한요소 해석, 박사학위논문, 서울대학교.
|
10 |
한국해양연구원 (1991). 항만정온도 유지대책 수림에 관한 연구 (I), BSPG 00135-373-2, 과학기술처.
|
11 |
한국해양연구원 (1992). 항만정온도 유지대책 수림에 관한 연구 (II), BSPG 00153-481-2, 과학기술처.
|
12 |
한국해양연구원 (1993). 항만정온도 유지대책 수림에 관한 연구 (III), BSPG 00192-621-2, 과학기술처.
|
13 |
Chen, H.S. (1986). “Effects of Bottom Friction and Boundary Absorption on Water Wave Scattering”, Applied Ocean Research, Vol 8, pp 99-104.
DOI
ScienceOn
|
14 |
Chen, H.S. and Mei, C.C. (1974). Oscillations and Wave Forces on an Offshore Harbor, Report 190, R.M. Parsons Lab., for Water Resources and Hydrodynamics, MIT, Cambridge, MA.
|
15 |
Demirbilek, Z. and Panchang, V. (1998). CGWAVE: A Coastal Surface Water Wave Model of the Mild Slope Equation, U.S. Army Corps of Engineer.
|
16 |
Ippen, A.T. and Goda, Y. (1963). Wave induced oscillations in harbors: The solution for a rectangular harbor connected to the open-sea, Hydrodynamic Laboratory Report No. 59, Massachusetts Institute of Technology.
|
17 |
Hiraishi et al. (1995). “Field Observation of Harbor Oscillation by Long Period Waves”, J. of Coastal Engineering, in Japanese, Vol 42, pp 301-305.
|