Probabilistic Distribution of the Maximum Wave Height
A new method of treating maximum wave height as a random variable in reliability analysis of breakwater caissons is proposed. The maximum wave height is expressed as the significant wave height multiplied by the so-called wave height ratio.The proposed wave height ratio is a type of transfer functio...
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Veröffentlicht in: | China ocean engineering 2014-10, Vol.28 (5), p.579-586 |
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description | A new method of treating maximum wave height as a random variable in reliability analysis of breakwater caissons is proposed. The maximum wave height is expressed as the significant wave height multiplied by the so-called wave height ratio.The proposed wave height ratio is a type of transfer function from the significant wave height to the maximum wave height.Under the condition of a breaking wave, the ratio is intrinsically nonlinear. Therefore, the probability density function for the |
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The maximum wave height is expressed as the significant wave height multiplied by the so-called wave height ratio.The proposed wave height ratio is a type of transfer function from the significant wave height to the maximum wave height.Under the condition of a breaking wave, the ratio is intrinsically nonlinear. Therefore, the probability density function for the</description><identifier>ISSN: 0890-5487</identifier><identifier>EISSN: 2191-8945</identifier><identifier>DOI: 10.1007/s13344-014-0079-3</identifier><language>eng</language><publisher>Heidelberg: Chinese Ocean Engineering Society</publisher><subject>Breakwalls ; Breakwaters ; Caissons ; Coastal Sciences ; Engineering ; Fluid- and Aerodynamics ; Marine & Freshwater Sciences ; Mathematical analysis ; Numerical and Computational Physics ; Ocean engineering ; Oceanography ; Offshore Engineering ; Probability density functions ; Random variables ; Reliability analysis ; Simulation</subject><ispartof>China ocean engineering, 2014-10, Vol.28 (5), p.579-586</ispartof><rights>Chinese Ocean Engineering Society and Springer-Verlag Berlin Heidelberg 2014</rights><rights>Copyright © Wanfang Data Co. Ltd. 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The maximum wave height is expressed as the significant wave height multiplied by the so-called wave height ratio.The proposed wave height ratio is a type of transfer function from the significant wave height to the maximum wave height.Under the condition of a breaking wave, the ratio is intrinsically nonlinear. Therefore, the probability density function for the</description><subject>Breakwalls</subject><subject>Breakwaters</subject><subject>Caissons</subject><subject>Coastal Sciences</subject><subject>Engineering</subject><subject>Fluid- and Aerodynamics</subject><subject>Marine & Freshwater Sciences</subject><subject>Mathematical analysis</subject><subject>Numerical and Computational Physics</subject><subject>Ocean engineering</subject><subject>Oceanography</subject><subject>Offshore Engineering</subject><subject>Probability density functions</subject><subject>Random variables</subject><subject>Reliability analysis</subject><subject>Simulation</subject><issn>0890-5487</issn><issn>2191-8945</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><recordid>eNqNkElPwzAQhS0EEmX5AdwiTnAIzMRLnCNiK1IRHEAcLSe1U1dtUuyE7dfjKhXcEIfRu3xv3swj5AjhDAHy84CUMpYCxoG8SOkWGWVYYCoLxrfJCGQBKWcy3yV7IcwBOHKGI8IffVvq0i1c6FyVXEXxruw71zZJa5NuZpJ7_eGW_TJ50W8mGRtXz7oDsmP1IpjDje6T55vrp8txOnm4vbu8mKQVQ96l1GbApNaUlUJAzkyOEoRkWAnQAoS2VkospATNwDBmcyumZlphZUspRUn3yemw9103Vje1mre9b2Ki-qpnn3WlTBY_Bg6AkT0Z2JVvX3sTOrV0oTKLhW5M2weFgiNjNJPZP1DK13spjygOaOXbELyxauXdUvtPhaDWzauheRV5tW5e0ejJBk-IbFMb_3v2X6bjTdCsberX6PtJEiKjHDMh6Df-9I7h</recordid><startdate>20141001</startdate><enddate>20141001</enddate><creator>Kim, Dong Hyawn</creator><creator>Kim, Taerim</creator><general>Chinese Ocean Engineering Society</general><general>Department of Ocean Science and Engineering, Kunsan National University,Kunsan 573701, Korea</general><scope>2RA</scope><scope>92L</scope><scope>CQIGP</scope><scope>W94</scope><scope>~WA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7TN</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><scope>2B.</scope><scope>4A8</scope><scope>92I</scope><scope>93N</scope><scope>PSX</scope><scope>TCJ</scope></search><sort><creationdate>20141001</creationdate><title>Probabilistic Distribution of the Maximum Wave Height</title><author>Kim, Dong Hyawn ; Kim, Taerim</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c415t-3f2048aa34b66074e71806841c60a606aff8819880a40e44f7f6dedc1cfb886b3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2014</creationdate><topic>Breakwalls</topic><topic>Breakwaters</topic><topic>Caissons</topic><topic>Coastal Sciences</topic><topic>Engineering</topic><topic>Fluid- and Aerodynamics</topic><topic>Marine & Freshwater Sciences</topic><topic>Mathematical analysis</topic><topic>Numerical and Computational Physics</topic><topic>Ocean engineering</topic><topic>Oceanography</topic><topic>Offshore Engineering</topic><topic>Probability density functions</topic><topic>Random variables</topic><topic>Reliability analysis</topic><topic>Simulation</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kim, Dong Hyawn</creatorcontrib><creatorcontrib>Kim, Taerim</creatorcontrib><collection>中文科技期刊数据库</collection><collection>中文科技期刊数据库-CALIS站点</collection><collection>中文科技期刊数据库-7.0平台</collection><collection>中文科技期刊数据库-自然科学</collection><collection>中文科技期刊数据库- 镜像站点</collection><collection>CrossRef</collection><collection>Oceanic Abstracts</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Wanfang Data Journals - Hong Kong</collection><collection>WANFANG Data Centre</collection><collection>Wanfang Data Journals</collection><collection>万方数据期刊 - 香港版</collection><collection>China Online Journals (COJ)</collection><collection>China Online Journals (COJ)</collection><jtitle>China ocean engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kim, Dong Hyawn</au><au>Kim, Taerim</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Probabilistic Distribution of the Maximum Wave Height</atitle><jtitle>China ocean engineering</jtitle><stitle>China Ocean Eng</stitle><addtitle>China Ocean Engineering</addtitle><date>2014-10-01</date><risdate>2014</risdate><volume>28</volume><issue>5</issue><spage>579</spage><epage>586</epage><pages>579-586</pages><issn>0890-5487</issn><eissn>2191-8945</eissn><abstract>A new method of treating maximum wave height as a random variable in reliability analysis of breakwater caissons is proposed. The maximum wave height is expressed as the significant wave height multiplied by the so-called wave height ratio.The proposed wave height ratio is a type of transfer function from the significant wave height to the maximum wave height.Under the condition of a breaking wave, the ratio is intrinsically nonlinear. Therefore, the probability density function for the</abstract><cop>Heidelberg</cop><pub>Chinese Ocean Engineering Society</pub><doi>10.1007/s13344-014-0079-3</doi><tpages>8</tpages></addata></record> |
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subjects | Breakwalls Breakwaters Caissons Coastal Sciences Engineering Fluid- and Aerodynamics Marine & Freshwater Sciences Mathematical analysis Numerical and Computational Physics Ocean engineering Oceanography Offshore Engineering Probability density functions Random variables Reliability analysis Simulation |
title | Probabilistic Distribution of the Maximum Wave Height |
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