Variation of Wave Forces Along a Semi-Infinite Breakwater Due to Wave Diffraction-Reference-Cited by-同舟云学术

Variation of Wave Forces Along a Semi-Infinite Breakwater Due to Wave Diffraction

Published:2021-09 Issue:5 Volume:147 Page:04021028
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Jung Jae-Sang¹,Lee Changhoon²,Park Yong Sung³

Affiliation:

1. Senior Researcher, International Hydraulic Research Center, Rural Research Institute, Korea Rural Community Corporation, 870 Haean-ro, Sangnok-gu, Ansan 15634, Republic of Korea.

2. Professor, Dept. of Civil and Environmental Engineering, Sejong Univ., 209 Neungdong-ro, Gwangjin-gu, Seoul 05006, Republic of Korea (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Republic of Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WW.1943-5460.0000647

Reference31 articles.

1. Berkhoff, J. C. W. 1972. “Computation of combined refraction-diffraction.” In Proc., 13th Coastal Engineering Conf., 471–490. Reston, VA: ASCE.

2. Violent breaking wave impacts. Part 1: Results from large-scale regular wave tests on vertical and sloping walls

3. Breaking wave loads at vertical seawalls and breakwaters

4. Evaluation of wave impact loads on caisson breakwaters based on joint probability of impact maxima and rise times

5. Gaillard B. 1905. “Wave action in engineering structure.” Engineering News February 23 1905.

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