Developing Closed-Form Equations of Maximum Drag and Moment on Rigid Vegetation Stems in Fully Nonlinear Waves-Reference-Cited by-同舟云学术

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Developing Closed-Form Equations of Maximum Drag and Moment on Rigid Vegetation Stems in Fully Nonlinear Waves

Published:2024-05 Issue:3 Volume:150 Page:
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:

Zhu Ling¹^ORCID,Chen Qin²

Affiliation:

1. Senior Research Scientist, Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115 (corresponding author). ORCID: .

2. Professor, Civil and Environmental Engineering, Marine and Environmental Sciences, Northeastern Univ., Boston, MA 02115.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JWPED5.WWENG-2084

Reference53 articles.

1. Wave attenuation by flexible, idealized salt marsh vegetation;Anderson M.;Coastal Eng.,2014

2. Some remarks on the theory of surface waves of finite amplitude;Babenko K. I.;Dokl. Akad. Nauk SSSR,1987

3. Barrett, R., M. Berry, T. F. Chan, J. Demmel, J. Donato, J. Dongarra, V. Eijkhout, R. Pozo, C. Romine, and H. V. der Vorst. 1994. Templates for the solution of linear systems: Building blocks for iterative methods. 2nd ed. Philadelphia: SIAM.

4. Basco, D. 2020. Design of coastal hazard mitigation alternatives for rising seas, 816–818. Singapore: World Scientific.

5. Note on a nonlinearity parameter of surface waves;Beji S.;Coastal Eng.,1995

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental study on wave attenuation and cross-shore profiles by submerged flexible vegetation;Ocean Engineering;2024-09

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