Journal of Ocean Engineering and Technology

Search: J. Ocean Eng. Technol. Search

CLOSE

Search

Page Path

HOME
Search


Experimental Study on Hydraulic Performance of Perforated Caisson Breakwater with Turning Wave Blocks: In-Chul Kim, Ki-Chul Park; J. Ocean Eng. Technol. 2019;33(1):61-67. Published online February 27, 2019; DOI: https://doi.org/10.26748/KSOE.2018.084 Correction in: J. Ocean Eng. Technol. 2019;33(2):203; Full text PubReader ePub PDF


Reflection and Hydraulic Characteristics inside Two-Chamber Vertical Slit Caisson in 3-D Oblique Wave Field: Dong-Soo Hur, Jun Lee, Woo-Dong Lee; J. Ocean Eng. Technol. 2014;28(3):227-235. Published online June 30, 2014; DOI: https://doi.org/10.5574/KSOE.2014.28.3.227
Cited By 1; Full text PubReader PDF


Stability Evaluation of Floating Dock during Construction and Launching of Caisson for Breakwater: Jun Seok, Jong-Chun Park, Se-Min Jeong, Sung-Yong Kim, Heon-Yong Kang, Moo-Hyun Kim, Yoon-Koo Kang; J. Ocean Eng. Technol. 2013;27(6):43-55. Published online December 31, 2013; DOI: https://doi.org/10.5574/KSOE.2013.27.6.043; Full text PubReader PDF


Experimental Modal Analysis for Damage Identification in Foundation-Structure Interface of Caisson-type Breakwater: Lee So-Young,Lee So-Ra,Kim Jeong-Tae; J. Ocean Eng. Technol. 2012;26(1):34-40.; DOI: https://doi.org/10.5574/KSOE.2012.26.1.034
Cited By 1; PDF


Stability Evaluation during Transportation of Caisson for Breakwater: Seok Jun,Park Jong-Chun,Heo Jae-Kyung,Kang Heon-Yong,Bae Yoon-Hyeok,Kim Moo-Hyun,Kang Yoon-Koo; J. Ocean Eng. Technol. 2010;24(4):13-22.; PDF


Vibration-based Structural Health Monitoring of Caisson-type Breakwaters Damaged on Rubble Mound: Lee So-Young,Kim Jeong-Tae,Kim Heon-Tae; J. Ocean Eng. Technol. 2010;24(1):90-98.; PDF


Stability Analysis of Honeycomb Slit-Caisson under Dynamic Wave Force using Numerical Simulation: Woo Jin-Ho,Na Won-Bae,Kang Yoon-Koo; J. Ocean Eng. Technol. 2010;24(1):83-89.; PDF


The Reflection Characteristics of a Perforated Slit Caisson with Two Chambers: Hur Dong-Soo,Lee Woo-Dong,Lee Hyeon-Woo,Kim In-Chul; J. Ocean Eng. Technol. 2010;24(1):60-67.; PDF


Structural Health Monitoring of Harbor Caisson-type Structures using Harmony Search Method: Lee So-Young,Kim Jeong-Tae,Yi Jin-Hak,Kang Yoon-Koo; J. Ocean Eng. Technol. 2009;23(1):122-128.; PDF


Dynamic Response Analysis of Caisson Structure by Acceleration Measurement: Lee So-Young,Kim Jeong-Tae,Kim Heon-Tae,Park Woo-Sun; J. Ocean Eng. Technol. 2009;23(1):114-121.; PDF


Dynamic Stability during Transportation of Bridge Caisson: Jo Chul-Hee,Kim Sung-Jun,Cheong Hyun; J. Ocean Eng. Technol. 2009;23(1):104-108.; PDF


Probabilistic Seismic Hazard Analysis of Caisson-Type Breakwaters: KIM SANG-HOON;KIM DOO-KIE;; J. Ocean Eng. Technol. 2005;19(1):26-32.; PDF


Nonlinear Uplift Wave Pressure Distribution Acting on the Caisson of Composite Breakwater: 김도삼,배기성; J. Ocean Eng. Technol. 2001;15(4):20-27.; PDF


Linear and Nonlinear Wave Pressure Distributions Acting on Vertical Caisson of Large Size in 3-Dimensional Wave Fields: 김도삼,신동훈,이봉재; J. Ocean Eng. Technol. 2001;15(3):114-119.; PDF


Ice impact on arctic gravity caisson: Yu Byung-Kun; J. Ocean Eng. Technol. 1987;1(2):52-59.; PDF

Editorial Office: President Office BD Rm. 1302, 13 Jungang-daero 180beon-gil, Dong-gu, Busan 48821, Republic of Korea
Tel: +82-51-759-0656 Fax: +82-51-759-0656 E-mail: ksoehj@ksoe.or.kr

Copyright © 2024 by The Korean Society of Ocean Engineers.

prev

next