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Journal of Korean Society of Coastal and Ocean Engineers  

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1 Experimental Study for Overtopping Discharges of Sea Dike having Low Mound and High Wave Wall (LMHW)
Jung, Jae-Sang;Yoon, Jae-Seon; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.335-343,
2 Evaluation of Empirical Porous-Media Parameters for Numerical Simulation of Wave Pressure on Caisson Breakwater Armored with Tetrapods
Lee, Geun Se;Oh, Sang-Ho;Yoon, Sung Bum; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.344-350,
3 Load & Resistance Factors Calibration for Limit State Design of Non-Perforated Caisson Breakwater
Kim, Dong Hyawn; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.351-355,
4 Variation Characteristics of Irregular Wave Fields around 2-Dimensional Low-Crested-Breakwater
Lee, Kwang-Ho;Choi, Goon Ho;Lee, Jun Hyeong;Jung, Uk Jin;Kim, Do-Sam; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.356-367,
5 Sensitivity Analysis According to Fault Parameters for Probabilistic Tsunami Hazard Curves
Jho, Myeong Hwan;Kim, Gun Hyeong;Yoon, Sung Bum; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.368-378,
6 The Study of Dynamic Tidal Power for Practical Use
Park, Young Hyun; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.379-385,
7 Behavior Analysis on Earthquake-Induced Deformation of Quay Wall and Apron in Ground at Youngilman Port Considering Drainage Condition Using FEM Analysis
Lee, Hak-Ju;Kang, Gi-Chun;Hwang, Woong-Ki;Lee, Min-Sun;Kim, Tae-Hyung; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.386-394,
8 Characteristics of Wave Forces by Installation of New Circular Caisson on the Back of Old Circular Caisson
Park, Min Su; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.395-402,
9 Hydraulic Experiments on Reflection Coefficients for Perforated Wall Caisson with Rock Fill
Kim, Young-Taek;Lee, Jong-In; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.403-408,
10 Numerical Analysis of Synchronous Edge Wave Known as the Driving Mechanism of Beach Cusp
Lee, Hyung Jae;Cho, Yong Jun; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.409-422,
11 Prediction of Seabed Topography Change Due to Construction of Offshore Wind Power Structures in the West-Southern Sea of Korea
Jeong, Seung Myung;Kwon, Kyung Hwan;Lee, Jong Sup;Park, Il Heum; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.423-433,
12 Preliminary Study on the Development of a Platform for the Optimization of Beach Stabilization Measures Against Beach Erosion III - Centering on the Effects of Random Waves Occurring During the Unit Observation Period, and Infra-Gravity Waves of Bound Mode, and Boundary Layer Streaming on the Sediment Transport
Chang, Pyong Sang;Cho, Yong Jun; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.434-449,
13 Estimation of Sediment Transport and Long-term Prediction of Riverbed Elevation Changes in Yangon River
Htet, Salaing Shine;Chang, Yeon S.; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.450-457,
14 Experimental Study of Estimating the Optimized Parameters in OI
Gu, Bon-Ho;Woo, Seung-Buhm;Kim, Sangil; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.458-467,
15 Characteristic of Wave Diffraction and Reflection for Irregular Waves in SWASH Model Around Small Port Structures
Kwon, Kyong Hwan;Park, Chang Wook;Park, Il Heum;Kim, Jong Hoon; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.468-477,
16 Study of Stability for Armor Weight of Stand-alone Caisson at Yongsu Wave Power Plant
Kim, Gunwoo; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.478-484,
17 Automatic Detection and Analysis of Rip Currents at Haeundae Beach using X-band Marine Radar
Oh, Chanyeong;Ahn, Kyungmo;Cheon, Se-Hyeon; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.485-492,
18 Sensitivity Analysis of Sediment Transport Scaling Factors on Cross-Shore Beach Profile Changes using Deflt3D
Yang, Jung-A;Son, Sangyoung; / Korean Society of Coastal and Ocean Engineers , v.31, no.6, pp.493-500,