• Proceedings of the Zoological Society Korea Conference
• /
• 1999.10b
• /
• pp.101.2-101
• /
• 1999

No Abstract, See Full Text

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
• /
• 1996.10a
• /
• pp.176-183
• /
• 1996

In order to reduce wave reflection from a breakwater, a perforated wall caisson is often used. A conventional perforated wall caisson breakwater for which the water depth inside the wave chamber is the same as that on the rubble mound berm has less weight than a vertical solid caisson with the same width and moreover the weight is concentrated on the rear side of the caisson. (omitted)

• Journal of Ocean Engineering and Technology
• /
• v.31 no.3
• /
• pp.256-256
• /
• 2017

• 한국생물공학회:학술대회논문집
• /
• 2003.10a
• /
• pp.45-46
• /
• 2003

• Journal of Advanced Research in Ocean Engineering
• /
• v.1 no.4
• /
• pp.268-268
• /
• 2015

• Proceedings of the Korean Society of Fisheries Technology Conference
• /
• 2002.05a
• /
• pp.639-640
• /
• 2002

• Proceedings of the Zoological Society Korea Conference
• /
• 1998.10b
• /
• pp.173.1-173
• /
• 1998

No Abstract, See Full Text

• 한국지구물리탐사학회:학술대회논문집
• /
• 2004.06a
• /
• pp.302-307
• /
• 2004

• Proceedings of the Malacological Society of Korea Conference
• /
• 2002.11a
• /
• pp.15-16
• /
• 2002

• 한국지구과학회:학술대회논문집
• /
• 2001.09a
• /
• pp.55-55
• /
• 2001