J Huang, G Chen - Ocean Engineering, 2020 - Elsevier
A hybrid structure of pile-supported wharf connecting with pile breakwater is tested in a flume with a scale factor of 1: 30. Based on generating regular and irregular waves and …
C Faraci, P Scandura, E Foti - Journal of Waterway, Port, Coastal …, 2015 - ascelibrary.org
This paper presents the results from several experiments aimed at determining the effectiveness of combined caissons with an internal rubble mound to dissipate incident sea …
A finite ocean depth is considered with the bottom possessing elasticity and subsequently, the present investigation for an interface-piercing structure focusses on the influence of …
Y Liu, C Faraci - Coastal engineering, 2014 - Elsevier
A new combined caisson, including an open window on the front wall and an internal rubble mound with a slope, has been proposed and used in Italy. This study presents a semi …
W Ding, C Ai, S Jin, J Lin - Water, 2020 - mdpi.com
Characteristics of hydrodynamic forces and flow fields around the semi-submersible platform induced by the internal solitary wave (ISW) propagation were investigated in a 3D numerical …
Physical model tests at small and large scales have been carried out to assess the influence of the model scale on the wave reflection of low-reflective quay walls consisting in …
A Antonini, R Archetti… - Natural Hazards and Earth …, 2017 - nhess.copernicus.org
Sea states and environmental conditions are basic data for the design of marine structures. Hindcasted wave data have been applied here with the aim of identifying the proper design …
The efficiency of a low-reflective caisson built at the Outer Port of Punta Langosteira (A Coruña, Spain), with a front-wall porosity of≈ 5%, has been numerically investigated by …
An analytical model of the interaction of oblique incident regular waves with a maritime structure is developed and extended to irregular waves. The structure is composed of a semi …