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Oblique and Multi-Directional Random Wave Loads on Vertical Breakwaters 被引量：3

Oblique and Multi-Directional Random Wave Loads on Vertical Breakwaters
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摘要 Extensive 3-D model tests have been performed to study the effects of wave obliquity and multi-directionality on the wave loads acting on vertical breakwaters. The variation of horizontal and uplift forces acting on an unit length of a breakwater with wave direction, the longitudinal distribution of wave forces, as well as the longitudinal load reduction are analyzed. Some empirical formulae of the longitudinal distribution coefficient and the longitudinal load reduction factor are presented for practical use. Extensive 3-D model tests have been performed to study the effects of wave obliquity and multi-directionality on the wave loads acting on vertical breakwaters. The variation of horizontal and uplift forces acting on an unit length of a breakwater with wave direction, the longitudinal distribution of wave forces, as well as the longitudinal load reduction are analyzed. Some empirical formulae of the longitudinal distribution coefficient and the longitudinal load reduction factor are presented for practical use.
作者 俞聿修 李本霞 张宁川
机构地区 State Key Laboratory of Coastal and Offshore Engineering
出处 《海洋工程：英文版》 2003年第2期189-202,共14页 China Ocean Engineering
基金 ThisprojectwassupportedbytheNationalNaturalScienceFoundationofChina (GrantNo .5 0 0 790 0 1)
关键词 vertical breakwaters oblique wave multi-directional random wave longitudinal distribution wave forces longitudinal load reduction vertical breakwaters oblique wave multi-directional random wave longitudinal distribution wave forces longitudinal load reduction
分类号 U656.2 [交通运输工程—港口、海岸及近海工程] P731.22 [天文地球—海洋科学]
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参考文献10

  • 1Yu, Y. X., Liu, S. X. and Li, L., 1991. Numerical simulation of multidirectional random seas, Proceedings of ISOPE'91, Edinburgh, United Kingdom, Vol. 3, 26 ~ 32.
  • 2Battjes, J., 1982. Effects of short-crestedness on wave loads on long structure, Journal Applied Ocean Research, 4(3) : 165 ~ 172.
  • 3Fenton, J. D., 1985. Wave force on vertical walls, Journal of Waterway, Port, Coastal and Ocean Engineering, 111(4) : 693 ~ 718.
  • 4Franco, C., Van der Meer, J. W. and Franco, L., 1996. Multidirectional wave loads on vertical breakwaters, Proceedings of 25th Conference on Coastal Engineering, Orlando, Florida, 2008 ~ 2021.
  • 5Goda, Y., 1985. Random seas and design of marine structures, University of Tokyo Press, 116 ~ 119.
  • 6Gronbech, J., Hald, T., Frigaard, P. and Burcharth, H. F., 1997. Wave loading and overtopping on caisson breakwaters in muhidirectional breaking seas, IAHR Seminar, Multidirectional Waves and Their Interaction with Structures, San Francisco, 441 ~ 451.
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  • 10Tzang, S. Y. and Liaw, S. R., 1996. A design short-crested wave force model for vertical deep-water breakwaters, Proceedings of 25 th Conference on Coastal Engineering, Orlando, Florida, 2492 ~ 2507.

同被引文献28

  • 1Allsop N W H, Calabrese M. Impact loadings on vertical walls in directional seas [C]. Proc. of 26th ICCE, 1998: 2056-2068.
  • 2Madrigal B G. Loads on caisson breakwaters in muhidirectional radom non-breaking seas[C]. Proc. of 5th Inter. Conf. on Coastal and Port Eng. In Developing Countries. Cape Town, South Africa, 1999, 1314-1326.
  • 3Fenton J D. Wave forces on vertical walls[J]. J. of Waterway, Port, Coastal and Ocean Eng., 1985, 111(4): 693-718.
  • 4Tzang S Y, Liaw S R. A design short-crested wave force model for vertical deep-water breakwater[C]. Proc. of 25^th ICCE, 1996, 2492-2507.
  • 5Hong G W. Nonlinear interaction of waves and vertical wall. Nonlinear Water Waves [C]. IUTAM Symposium, Tokya, 1987, 415-422.
  • 6Franco C. Multidirectional wave loads on vertical breakwaters[C]. Proc. of 25^th ICCE, 1996, 2008-2021.
  • 7Martinelli L, Lamberti A, Frigaard P. Effect of short-crestedness and obliquity on non-breaking and breaking wave forces applied to vertical caisson breakwaters [J]. Coastal Engineering Journal, 2007, 49 (2):173-203.
  • 8Battjies J A. Effects of short-crestedness on wave loads on long structures [J]. Applied Ocean Research, 1982, 4 (3): 165-172.
  • 9Frigaard P, Burcharth H F, Kofoed J P. Wave impacts on caisson breakwaters situated in multidirectionally breaking seas[C]. Proc. of 26th ICCE, 1998, 1959-1971.
  • 10合田良实.港工建筑物的防浪设计[M].北京:海洋出版社,1983.

引证文献3

二级引证文献12

海洋工程：英文版
2003年 第2期

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