| contributor author | Can Elmar Balas | |
| contributor author | Lale Balas | |
| date accessioned | 2017-05-08T21:10:24Z | |
| date available | 2017-05-08T21:10:24Z | |
| date copyright | September 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%290733-950x%282002%29128%3A5%28216%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41448 | |
| description abstract | The new risk assessment model in which the second-order reliability method and the importance sampling Monte Carlo (ISMC) simulations were interrelated was implemented to Wiseman’s Bridge, Newport, and Broadhaven revetments in the Pembrokeshire Coast National Park, southwest Wales, United Kingdom. The tidal range of the site and the storm surge were randomly generated at the first stage of ISMC simulation from the probability distributions describing the phenomena. At the second stage, the damage probability was predicted by approximating the limit-state surface by a quadratic one having the identical curvature at the design point. Newport and Broadhaven revetments were safe, but the revetment at Wiseman’s Bridge needed strong maintenance. The risk assessment model reflected the effect of water level changes ( | |
| publisher | American Society of Civil Engineers | |
| title | Risk Assessment of some Revetments in Southwest Wales, United Kingdom | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 5 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(2002)128:5(216) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2002:;Volume ( 128 ):;issue: 005 | |
| contenttype | Fulltext | |