Breaking-Wave Interaction with Tandem Cylinders under Different Impact Scenarios-Reference-Cited by-同舟云学术

Breaking-Wave Interaction with Tandem Cylinders under Different Impact Scenarios

Published:2016-09 Issue:5 Volume:142 Page:04016005
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:

Bihs Hans¹,Kamath Arun²,Alagan Chella Mayilvahanan³,Arntsen Øivind A.⁴

Affiliation:

1. Associate Professor, Dept. of Civil and Transport Engineering, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway (corresponding author).

2. Postdoctoral Fellow, Dept. of Civil and Transport Engineering, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway.

3. Researcher, Dept. of Civil and Transport Engineering, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway.

4. Associate Professor, Dept. of Civil and Transport Engineering, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway.

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.1943-5460.0000343

Reference62 articles.

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3. An Overview of Wave Impact Forces on Offshore Wind Turbine Substructures

4. Apelt C. J. and Piorewicz J. (1986). “Interference effects on breaking wave forces on rows of vertical cylinders.” Proc. 1st Australasian Port Harbour and Offshore Engineering Conf. Institution of Engineers Australia Barton Australia.

5. Impact forces on a vertical pile from plunging breaking waves;Arntsen Ø. A.;Coastal Struct.,2011

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