| contributor author | César Vidal | |
| contributor author | Miguel A. Losada | |
| contributor author | Etienne P. D. Mansard | |
| date accessioned | 2017-05-08T21:09:51Z | |
| date available | 2017-05-08T21:09:51Z | |
| date copyright | March 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-950x%281995%29121%3A2%2888%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41091 | |
| description abstract | The description of a sea state just by its variance spectral density and duration is not enough to analyze the stability of rubble-mound breakwaters, since it does not include an adequate characterization of the large waves in that sea state. Numerical simulation has been used to demonstrate that different time domain characteristics result from the simulation of a sea state solely defined by its spectrum and its duration. As a result, it is also possible to obtain drastically different damage values on a given breakwater. A relationship between the groupiness factor and some extreme wave-height parameters such as | |
| publisher | American Society of Civil Engineers | |
| title | Suitable Wave-Height Parameter for Characterizing Breakwater Stability | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 2 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1995)121:2(88) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 002 | |
| contenttype | Fulltext | |