Design Method for Impulsive Wave Pressure Impacting the Front of a Target Structure for Reinforced Concrete Plates-Reference-Cited by-同舟云学术

Design Method for Impulsive Wave Pressure Impacting the Front of a Target Structure for Reinforced Concrete Plates

Published:2023-01 Issue:1 Volume:149 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:

Ando Kei¹,Suzuki Kojiro²,Mori Nobuhito³^ORCID

Affiliation:

1. Kobe Steel Ltd., 2-4 Wakinohama-Kaigandori, 2-chome, Chuo-ku, Kobe, Hyogo 6518585, Japan (corresponding author).

2. Port and Airport Research Institute, 3-1-1 Nagase, Yokosuka, Kanagawa 2390826, Japan.

3. Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 6110011, Japan; School of Engineering, Swansea Univ., Fabian Way, Crymlyn Burrows, Swansea, SA1 8EN, Wales, UK. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WW.1943-5460.0000725

Reference30 articles.

1. Breaking solitary waves and breaking wave forces on a vertically mounted slender cylinder over an impermeable sloping seabed

2. Allsop, N. W. H., J. E. McKenna, D. Vicinanza, and T. T. J. Whittaker. 1996. “New design methods for wave impact loadings on vertical breakwaters and seawalls.” In Proc., 25th Int. Conf. on Coastal Engineering, 2508–2521. Reston, VA: ASCE.

3. ASCE. 2016. Minimum design loads and associated criteria for buildings and other structures: Chapter 6 tsunami loads and effects. ASCE/SCI 7-16. Reston, VA: ASCE.

4. Cuomo, G., and W. Allsop. 2005. “Wave impacts at seawalls.” In Proc., 29th Int. Conf. on Coastal Engineering 2004, 4050–4062. Singapore: World Scientific.

5. Breaking wave loads at vertical seawalls and breakwaters