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dc.creatorMoideen, Remeeza
dc.date2022-05-09
dc.date.accessioned2022-07-04T16:24:04Z
dc.date.available2022-07-04T16:24:04Z
dc.identifierhttps://portalrevistas.uct.cl/index.php/safer/article/view/2777
dc.identifier10.7770/safer-V12N1-art2777
dc.identifier.urihttps://revistaschilenas.uchile.cl/handle/2250/185680
dc.descriptionCoastal bridge decks are subjected to wave impact due to the action of extreme wave events like tsunami and storm surges.  These events are more frequent in recent years and cause deck upliftment and destruction. Past studies mainly considered regular wave types to represent extreme wave events and the impact force is calculated. The main aim of the present study is to generate a focused wave to simulate an extreme wave condition in the numerical wave tank and to study the impact force on coastal bridge deck. Focused wave and irregular wave of same significant wave height and peak period are generated and comparison is done with solitary wave of same crest height to study the effects of different wave types on impact force. Focused wave height is giving higher impact force when comparing the irregular and solitary wave of same crest height.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherUniversidad Católica de Temucoen-US
dc.relationhttps://portalrevistas.uct.cl/index.php/safer/article/view/2777/2294
dc.rightsCopyright (c) 2022 Sustainability, Agri, Food and Environmental Researchen-US
dc.rightshttp://creativecommons.org/licenses/by-nc-sa/4.0en-US
dc.sourceSustainability Agri Food Environmental Research (SAFER); Vol. 12 (2024): Ahead of Print 2es-ES
dc.sourceSustainability, Agri, Food and Environmental Research; Vol. 12 (2024): Ahead of Print 2en-US
dc.source0719-3726
dc.titleSolitary, irregular and focused wave impact on coastal bridge deck for different airgaps.en-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion


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