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<OAI-PMH schemaLocation=http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd> <responseDate>2018-01-15T15:41:14Z</responseDate> <request identifier=oai:HAL:hal-00411905v1 verb=GetRecord metadataPrefix=oai_dc>http://api.archives-ouvertes.fr/oai/hal/</request> <GetRecord> <record> <header> <identifier>oai:HAL:hal-00411905v1</identifier> <datestamp>2018-01-11</datestamp> <setSpec>type:ART</setSpec> <setSpec>subject:sdu</setSpec> <setSpec>subject:info</setSpec> <setSpec>collection:CNRS</setSpec> <setSpec>collection:I3M_UMR5149</setSpec> <setSpec>collection:GM</setSpec> <setSpec>collection:IMMM</setSpec> <setSpec>collection:GIP-BE</setSpec> <setSpec>collection:IMAG-MONTPELLIER</setSpec> <setSpec>collection:AGROPOLIS</setSpec> <setSpec>collection:TDS-MACS</setSpec> <setSpec>collection:INSU</setSpec> <setSpec>collection:B3ESTE</setSpec> <setSpec>collection:UNIV-AG</setSpec> <setSpec>collection:UNIV-MONTPELLIER</setSpec> </header> <metadata><dc> <publisher>HAL CCSD</publisher> <title lang=en>Optimal shape design of defense structures for minimizing short wave impact</title> <creator>Isebe, D.</creator> <creator>Azerad, P.</creator> <creator>Mohammadia, B.</creator> <creator>Bouchette, Frederic</creator> <contributor>Institut de Mathématiques et de Modélisation de Montpellier (I3M) ; Université Montpellier 2 - Sciences et Techniques (UM2) - Université de Montpellier (UM) - Centre National de la Recherche Scientifique (CNRS)</contributor> <contributor>Géosciences Montpellier ; Université des Antilles et de la Guyane (UAG) - Institut national des sciences de l'Univers (INSU - CNRS) - Université de Montpellier (UM) - Centre National de la Recherche Scientifique (CNRS)</contributor> <description>International audience</description> <source>ISSN: 0378-3839</source> <source>Coastal Engineering</source> <publisher>Elsevier</publisher> <identifier>hal-00411905</identifier> <identifier>https://hal.archives-ouvertes.fr/hal-00411905</identifier> <source>https://hal.archives-ouvertes.fr/hal-00411905</source> <source>Coastal Engineering, Elsevier, 2008, 55 (1), pp.35-46. 〈10.1016/j.coastaleng.2007.06.006〉</source> <identifier>DOI : 10.1016/j.coastaleng.2007.06.006</identifier> <relation>info:eu-repo/semantics/altIdentifier/doi/10.1016/j.coastaleng.2007.06.006</relation> <language>en</language> <subject lang=en>shape optimization</subject> <subject lang=en>periodic condition</subject> <subject lang=en>deep water</subject> <subject lang=en>scattering</subject> <subject lang=en>radiation condition</subject> <subject>[SDU.STU.OC] Sciences of the Universe [physics]/Earth Sciences/Oceanography</subject> <subject>[INFO.INFO-MO] Computer Science [cs]/Modeling and Simulation</subject> <type>info:eu-repo/semantics/article</type> <type>Journal articles</type> <description lang=en>The paper presents coastal structures design in the presence of waves by the minimization of a cost function. It aims to show that shape optimization can be efficiently applied to ocean engineering. This is an underlying guiding principle for the design of harbors or offshore breakwaters. We compute the solution of a specific simplified boundary value problem describing the short wave propagation toward a vertical sea cliff or vertical wall and modify accordingly the shape of defense structures in order to minimize a pre-defined cost function taking into account the strength (energy) of the water waves. The optimization procedure relies on a global semi-deterministic search algorithm able to escape from local minima.</description> <date>2008</date> </dc> </metadata> </record> </GetRecord> </OAI-PMH>