The present paper concerns the results and findings of a physical study on wave impacts on vertical caisson breakwaters situated in irregular, multidirectional breaking seas. The study has taken place as part of the framework programme "Dynamics of Structures" financially supported by the Danish Technical Research Council, during the period of January 97 to December 97. The test were carried out in the 3D wave basin at the Hydraulics and Coastal Engineering Laboratory, Aalborg University
The objective of the study described in this paper is to enable estimation of wave overtopping rates...
Breakwaters belong generally to the more expensive part of port and coastal protection structures. T...
This paper presents results on wave overtopping and loading on an innovative caisson breakwater for ...
The present paper concerns the results and findings of a physical study on wave impacts on vertical ...
The present paper concerns the results and findings of a physical study on wave impacts on vertical ...
Attention has been addressed to the effects of wave obliquity and multidirectionality on the wave lo...
Attention has been addressed to the effects of wave obliquity and multidirectionality on the wave lo...
The European research project CLASH (EVK3-CT-2001-00058) investigated wave overtopping at coastal st...
Evaluation of spatial coherence of breaking waves is of great importance and of recent interest
An investigation of wave overtopping of marine structures is described. Focus is put on structures w...
In design of sea defence structures like seawalls, breakwaters and dikes, one of the main objectives...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...
Most coastal structures suffer a certain degree of overtopping, because in most situations it is not...
This paper presents results on loading action on an innovative caisson breakwater for electricity pr...
In extension of the work done at the Hydraulics and Coastal Engineering Laboratory, Dept. of Civil E...
The objective of the study described in this paper is to enable estimation of wave overtopping rates...
Breakwaters belong generally to the more expensive part of port and coastal protection structures. T...
This paper presents results on wave overtopping and loading on an innovative caisson breakwater for ...
The present paper concerns the results and findings of a physical study on wave impacts on vertical ...
The present paper concerns the results and findings of a physical study on wave impacts on vertical ...
Attention has been addressed to the effects of wave obliquity and multidirectionality on the wave lo...
Attention has been addressed to the effects of wave obliquity and multidirectionality on the wave lo...
The European research project CLASH (EVK3-CT-2001-00058) investigated wave overtopping at coastal st...
Evaluation of spatial coherence of breaking waves is of great importance and of recent interest
An investigation of wave overtopping of marine structures is described. Focus is put on structures w...
In design of sea defence structures like seawalls, breakwaters and dikes, one of the main objectives...
The present report summarizes the test results obtained with a berm breakwater attacked by oblique w...
Most coastal structures suffer a certain degree of overtopping, because in most situations it is not...
This paper presents results on loading action on an innovative caisson breakwater for electricity pr...
In extension of the work done at the Hydraulics and Coastal Engineering Laboratory, Dept. of Civil E...
The objective of the study described in this paper is to enable estimation of wave overtopping rates...
Breakwaters belong generally to the more expensive part of port and coastal protection structures. T...
This paper presents results on wave overtopping and loading on an innovative caisson breakwater for ...