Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Enrique Maciñeira"'
Publikováno v:
Water, Vol 11, Iss 6, p 1149 (2019)
As a consequence of the action of waves on rubble mound breakwaters, there are loads—both on the vertical and horizontal sides of the crown walls—which modify the conditions of their stability. These loads provoke dynamic impulses that generate m
Externí odkaz:
https://doaj.org/article/40bdd2e8805549a5ac14980ee3057edb
Publikováno v:
Coastal Engineering Journal. 61:460-471
The structural design of a breakwater is usually carried out by applying the verification equations existing in the literature in order to analyze the different failure modes. It is also co...
Autor:
José Sande, Alberto Alvarellos, Juan R. Rabuñal, Enrique Peña, Enrique Maciñeira, Andrés Figuero
Publikováno v:
RUC. Repositorio da Universidade da Coruña
instname
instname
[Abstract] Minimizing the stay of a vessel in port can lead to improvements in harbor efficiency. Currently, downtimes of cargo operations or their performance reduction because of excessive vessel motion are especially relevant. This work aims to ev
Publikováno v:
Applied Ocean Research. 79:36-48
This paper presents an analysis of the stability of breakwater roundheads protected with a Cubipod single-layer armor. This model was then subjected to a battery of 22 physical model tests, and the most significant variables were observed to be wave
Publikováno v:
RUC. Repositorio da Universidade da Coruña
instname
Water
Volume 11
Issue 6
Water, Vol 11, Iss 6, p 1149 (2019)
instname
Water
Volume 11
Issue 6
Water, Vol 11, Iss 6, p 1149 (2019)
As a consequence of the action of waves on rubble mound breakwaters, there are loads&mdash
both on the vertical and horizontal sides of the crown walls&mdash
which modify the conditions of their stability. These loads provoke dynamic impuls
both on the vertical and horizontal sides of the crown walls&mdash
which modify the conditions of their stability. These loads provoke dynamic impuls
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::09ef1f481c5f0e7c61f395dc86734d15
http://hdl.handle.net/2183/23330
http://hdl.handle.net/2183/23330
Publikováno v:
Coasts, Marine Structures and Breakwaters 2017.
Publikováno v:
Coastal Structures and Solutions to Coastal Disasters 2015.
Publikováno v:
Volume 7A: Ocean Engineering.
The development of loading and unloading operations is an essential part of the logistical chain of maritime transportation. One of the determining factors in this process is the movement of moored ships, which has a notable influence over the effici
Autor:
José Sande, Enrique Maciñeira, Pedro Arias, Enrique Peña-González, Joaquín Martínez-Sánchez, Iván Puente, Higinio González-Jorge
Publikováno v:
Ocean Engineering. 91:273-280
Damage produced in the main armour of rubble mound breakwaters due to wave action is progressive and different steps can be defined the wave action is beginning, while the breakwaters is falling. It is necessary to know the damage evolution during th
Autor:
Enrique Maciñeira, Hans F. Burcharth
Publikováno v:
Maciñeira, E G & Burcharth, H F 2016, ' Stability of cube armoured roundheads exposed to long crested and short crested waves ', Coastal Engineering, vol. 112, pp. 99-112 . https://doi.org/10.1016/j.coastaleng.2016.03.002
The paper presents an update of the stability formulae by Macineira and Burcharth (2007) for cube armoured roundheads exposed to long- and short-crested waves. Reanalysis of former model test results and supplementary new model tests leads to a more
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::950f31be4c61172d91ee28d0c226ca29
https://vbn.aau.dk/da/publications/4125d290-98f2-4ab7-a288-84e63f29b658
https://vbn.aau.dk/da/publications/4125d290-98f2-4ab7-a288-84e63f29b658