24 Mayıs 2016 Tez Açık Erişim

Emrah Cem TOZLU

DataCite XML

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  <identifier identifierType="DOI">10.48623/aperta.274424</identifier>
  <creators>
    <creator>
      <creatorName>Emrah Cem TOZLU</creatorName>
      <affiliation>GAZİ UNIVERSITY</affiliation>
    </creator>
  </creators>
  <titles>
    <title>Reliability Based Methods Of Shore Groins Designed By Deterministic Methods For The Blacksea</title>
  </titles>
  <publisher>Aperta</publisher>
  <publicationYear>2016</publicationYear>
  <subjects>
    <subject>Rubble mound breakwaters, breakwaters, shore groin</subject>
  </subjects>
  <dates>
    <date dateType="Issued">2016-05-24</date>
  </dates>
  <resourceType resourceTypeGeneral="Text">Thesis</resourceType>
  <alternateIdentifiers>
    <alternateIdentifier alternateIdentifierType="url">https://aperta.ulakbim.gov.tr/record/274424</alternateIdentifier>
  </alternateIdentifiers>
  <relatedIdentifiers>
    <relatedIdentifier relatedIdentifierType="DOI" relationType="IsVersionOf">10.48623/aperta.274423</relatedIdentifier>
  </relatedIdentifiers>
  <rightsList>
    <rights rightsURI="https://creativecommons.org/licenses/by-nc-nd/4.0/">Creative Commons Attribution-NonCommercial-NoDerivatives</rights>
    <rights rightsURI="info:eu-repo/semantics/openAccess">Open Access</rights>
  </rightsList>
  <descriptions>
    <description descriptionType="Abstract">&lt;p&gt;Uncertainties encountered in engineering structures are mathematical models created in the design phase and variables that depend on mathematical models. Uncertainties encountered in engineering designs are mostly solved by statistical methods and probability theories. The reliability analysis is used to determine the uncertainties resulting in risks. It must also be kept in mind that the incomplete model formed for engineering problems like shore groins in which modelling is difficult is a major reason for uncertainty. Rock fill shore groins are highly cost structures. These type of structures have high damage probability and have higher amount of uncertainties due to loading and strength. So the designs of shore groins based on reliability are of great importance. To provide an example for this purpose Istanbul-Riva, Pot, Kilyos, Agva (Goksu), Sile-Agva (Sungurlu), Sile Uzundere (Sahilkoy) and Kinikli of Shore Groins Design Report are presented in the thesis.&lt;/p&gt;</description>
    <description descriptionType="Other">{"references": ["Balas, C. E., Ergin, A. (2002). Reliability-Based Risk Assesment in Coastal Projects: Case Study in Turkey, Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE, 128, 52-61.", "Balas, C. E., Ko\u00e7, L. (2002). Risk Assesment of Vertical Breakwaters \u2013 A Case Study in Turkey, China Ocean Engineering, 16(1), 123-134.", "Balas, C.E., Balas, L. (2002). Risk Assessment of Some Revetments in Southwest Wales, United Kingdom, Journal of Waterway, Port, Coastal and Ocean Engineering, 128(5).", "Balas, C.E., Ergin, A. (2000), Sensitivity Study for the Second Order Reliability-Based Design Model of Rubble Mound Breakwaters, Coastal Engineering Journal, 42 (1), 57-86.", "Balas, C.E. (1998). A Risk Management Model for Coastal Projects, Unpublished Ph.D. Thesis, The Graduate School of Natural and Applied Sciences, Middle East Technical University, Ankara, Turkey.", "Balas, C.E., Ergin, A. (1997, November). Reliability-Based Risk Assessment Model for Coastal Projects, Paper pesented of the Third International Conference on the Mediterranean Coastal Environment (MEDCOAST'97), Qawra, Malta , 2, 943-955.", "Balas, C.E., Ergin, A., Y\u00fccemen, S.M. (1995, November). Comparison of the Reliability-Based and Deterministic Design Procedures for Rubble Mound Breakwaters, Paper presented of the Second International Conference on the Mediterranean Coastal Environment (MEDCOAST 95), Tarragona, Spain, 3, 1767-1782.", "Ergin, A., Balas, C.E. (1998), Implementation of a Reliability-Based Design Model in Turkey, Paper presented of the 17th International Conference on Offshore Mechanics and Arctic Engineering, presented on CD-ROM, Lisbon, Portugal, 98-1351, 5-9.", "Ergin, A., Balas, C.E. (1997), Failure Mode Response Functions in Reliability-Based Design of Rubble Mound Breakwaters, Paper presented of the Seventh International Offshore and Polar Engineering Conference, ISOPE'97, Honolulu, U.S.A. ,3, 861-868, 25.", "Williams, A.T., Davies, P., Ergin, A., Balas, C.E. (1998). Coastal Recession and the Reliability of Planned Responses: Colhuw Beach, The Glamorgan Heritage Coast, Wales, UK, U.S.A.: Journal of Coastal Research, Coastal Education and Research Foundation (CERF), 26, 72-79."]}</description>
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