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Table of Contents | October, 2014 Vol. 26 No.5
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In this issue:
▶ Article
Articles
267
Comparative Study of Design Methods for Sliding of Perforated-wall Caisson Breakwater
J Korean Soc Coast Ocean Eng.
2014;26(5):267-277. Published online October 31, 2014
doi:
https://doi.org/10.9765/KSCOE.2014.26.5.267
278
Estimation on the Distribution Function for Coastal Air Temperature Data in Korean Coasts
J Korean Soc Coast Ocean Eng.
2014;26(5):278-284. Published online October 31, 2014
doi:
https://doi.org/10.9765/KSCOE.2014.26.5.278
Cited By 2
285
Efficient Outlier Detection of the Water Temperature Monitoring Data
J Korean Soc Coast Ocean Eng.
2014;26(5):285-291. Published online October 31, 2014
doi:
https://doi.org/10.9765/KSCOE.2014.26.5.285
Cited By 3
292
Development of Storm Sewer Numerical Model for Simulation of Coastal Urban Inundation due to Storm Surge and Rainfall
J Korean Soc Coast Ocean Eng.
2014;26(5):292-299. Published online October 31, 2014
doi:
https://doi.org/10.9765/KSCOE.2014.26.5.292
Cited By 3
300
Analytical Method of Partial Standing Wave-Induced Seabed Response in Finite Soil Thickness under Arbitrary Reflection
J Korean Soc Coast Ocean Eng.
2014;26(5):300-313. Published online October 31, 2014
doi:
https://doi.org/10.9765/KSCOE.2014.26.5.300
Cited By 5
314
Analysis of Generation and Amplification Mechanism of Abnormal Waves Occurred along the West Coast of Korea
J Korean Soc Coast Ocean Eng.
2014;26(5):314-326. Published online October 31, 2014
doi:
https://doi.org/10.9765/KSCOE.2014.26.5.314
Cited By 2
327
A Laboratory Study for Settling Velocities of Cohesive Sediments Entering in Semi-closed Channel
J Korean Soc Coast Ocean Eng.
2014;26(5):327-334. Published online October 31, 2014
doi:
https://doi.org/10.9765/KSCOE.2014.26.5.327
Cited By 1
335
Comparison of Maximum Horizontal Wave Force Acting on Perforated Caisson Breakwater with Single and Double Chamber
J Korean Soc Coast Ocean Eng.
2014;26(5):335-341. Published online October 31, 2014
doi:
https://doi.org/10.9765/KSCOE.2014.26.5.335
Cited By 3
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