Hydrodynamic Characteristics of Seaside Perforated Semicircular Breakwaters due to Random Waves-Reference-Cited by-同舟云学术

Hydrodynamic Characteristics of Seaside Perforated Semicircular Breakwaters due to Random Waves

Published:2008-07 Issue:4 Volume:134 Page:237-251
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:

Dhinakaran Govindasamy¹²³⁴,Sundar Vallam¹²³⁴,Sundaravadivelu Renganathan¹²³⁴,Graw Kai Uwe¹²³⁴

Affiliation:

1. Professor, School of Civil Engineering, SASTRA Univ., Thanjavur 613 402, India (corresponding author). E-mail: dhinaji@gmail.com

2. Professor, Dept. of Ocean Engineering, Indian Institute of Technology Madras, Chennai 600 036, India. E-mail: vsundar@iitm.ac.in

3. Professor, Dept. of Ocean Engineering, Indian Institute of Technology Madras, Chennai 600 036, India. E-mail: rsun@iitm.ac.in

4. Professor, Dept. of Civil Engineering, Univ. of Leipzig, Leipzig 04109, Germany. E-mail: grawsun@hotmail.com

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%290733-950X%282008%29134%3A4%28237%29

Reference8 articles.

1. Dynamic pressures and forces exerted on impermeable and seaside perforated semicircular breakwaters due to regular waves

2. Goda Y. (1974). “New wave pressure formulae for composite breakwaters.” Proc. 14th Int. Conf. on Coastal Engineering ASCE New York 1702–1720.

3. Numerical Simulation of Random Wave Forces Near the Free Surface

4. Standing wave pressures due to regular and random waves on a vertical wall

5. Mansard E. P. D. and Funke E. R. (1981). “The measurement of incident and reflected spectra using a least squares method.” Proc. 17th Int. Conf. on Coastal Engineering ASCE New York 154–172.

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