EMPIRICAL FORMULA FOR WAVE OVERTOPPING ON VERTICAL STRUCTURES: DIFFERENCE ON WAVE SPECTRUM AND EFFECTS OF WAVE PERIOD

被引：0
|
作者：
Kim, Young-Taek [1 ]
Lee, Jong-In [2 ]
Cho, Yong-Sik [3 ]
机构：
[1] Korea Inst Construct Technol, 2311 Daewha, Goyang 411712, Gyeonggi, South Korea
[2] Chonnam Natl Univ, Jeonnam 550749, South Korea
[3] Hanyang Univ, Seoul 133791, South Korea
来源：
COASTAL STRUCTURES 2011, VOL 1 & 2 | 2013年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Wave overtopping is one of the most important design parameters which effects the harbor calmness, operation and structural stability. Therefore the reliable estimation of wave overtopping is indispensible for designing the coastal structures. Recently, it is known that EurOtop (2007) is the most widely and newest design manual. In this study, the wave overtopping for vertical structures are measured and the empirical formula would be suggested concerning the differences of wave spectrum between JONSWAP and Bretschneider-Mitsuyasu spectrum and the effects of wave period.
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收藏
页码：215 / 223
页数：9
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