1 |
Takahashi, S. and Shimisako, K. (1990). Reduction of wave force on a long caisson of vertical breakwater and its stability. Report No. 685, The Port and Harbour Res. Inst. (in Japanese).
|
2 |
Takayama, T. and Higashira, K. (2002). Statistical analysis on damage characteristics of breakwaters, J. Ocean Development. 18, 263-268. (in Japanese).
|
3 |
Traetteberg, A. (1968). The effects of wave crests on wave forces. Proc. of the Int. Conf. on Coastal Eng., 11, 934-939.
|
4 |
Allsop, N.W.H. and Calabrese, M. (1998). Impact loadings on vertical walls in directional seas, Proc. 26th Int. Conf. Coastal Eng., Copenhagen, Denmark, 2056-2068.
|
5 |
Allsop, N.W.H., Vicinanza, D. and McKenna, J.E. (1996). Wave forces on vertical composite breakwaters, Report SR 443, HR Wallingford.
|
6 |
Battjes, J.A. (1982). Effects of short-crestedness on wave loads on long structures. Applied Ocean Res., 4(3), 165-172.
DOI
|
7 |
Burcharth, H.F. and Liu, Z. (1999). Force reduction of short crested non-breaking waves on caissons, MASTIII PROVERBS, Probabilistic Design Tools for Vertical Breakwaters, MAS3-CT95-0041, IIa, Chapter 4.3, 1-26.
|
8 |
Frigaard, P., Burcharth, H.F. and Kofoed, J.P. (1998). Wave impacts on caisson breakwaters situated in multidirectionally breaking seas, Proc. 26th Int. Conf. Coastal Eng., Copenhagen, Denmark, 1959-1970.
|
9 |
Goda, Y. (2000). Random Seas and Design of Maritime Structures, World Scientific.
|
10 |
Hasselmann, K. et al. (1973). Measurements of wind-wave growth and swell decay during the Joint North Sea Wave Project (JONSWAP), Deutsches Hydrographisches Zeitschrift, 8(12). 1-95. (in German).
|
11 |
Jung, J.-S., Kim, B.-H., Kim, H.-J. and Cho, Y.-S. (2010). Calculation of the peak-delay force reduction parameter of multidirectional random waves acting on a long caisson breakwater, J. Korean Society of Water Resources Association, 43(10), 843-850 (in Korean).
DOI
|
12 |
Lee, C. and Yoon, S.B. (2007). Internal generation of waves on an arc in a rectangular grid system, Coastal Eng., 54, 357-368.
DOI
|
13 |
Jung, J.-S., Lee, C. and Cho, Y.-S. (2011). Effects of directional asymmetry of random wave loads on long structures, The 6th Iint. Conf. on Asian and Pacific Coasts, Hong Kong, 1695-1702.
|
14 |
Kim, B.-H., Park, W.-S., Lee, J.-W. and Jung, J.-S. (2010). Making long caisson breakwater using interlocking system, the Magazine of the Korean Society of Civil Engineers, 58(12), 65-72 (in Korean).
|
15 |
Lee, C., Jung J.-S. and Haller, M.C. (2010). Asymmetry in directional spreading function of random waves due to refraction, ASCE J. Waterway, Port, Coast. Ocean Eng., 136(1), 1-9.
DOI
|
16 |
Martinelli, L., Lamberti, A. and Fgiraard, P. (2007). Effect of shortcrestedness and obliquity on non-breaking and breaking wave forces applied to vertical casson breakwaters, Coastal Eng. J., JSCE, 49(2), 173-203.
DOI
|
17 |
Park, S.-H., Park, W.-S. and Kim, H.S. (2011a). Evaluation of structural behavior for interlocking breakwater, 2011 Joint Conference of KAOSTS, 1915-1918 (in Korean).
|
18 |
Park, W.-S., Park S.-H. and Jang S.-C. (2011b). Dynamic analysis model of interlocking breakwater systems for wave loadings, 2011 Joint Conference of KAOSTS, 2247-2249 (in Korean).
|
19 |
Penney, W.G. and Price, A.T. (1952). The diffraction theory of sea waves by breakwaters and the shelter afforded by breakwaters, Philos. Trans. R. Soc. London, A(244), 236-253.
DOI
|
20 |
Radder, A.C. and Dingemans, M.W. (1985). Canonical equations for almost periodic, weakly nonlinear gravity waves, Wave Motion, 7, 473-485.
DOI
|
21 |
Takahashi, S. (2002). Design of vertical breakwaters. Port and Airport Res. Inst.
|