<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-04-13T13:16:21Z</responseDate><request verb="GetRecord" identifier="oai:www.recercat.cat:2117/192372" metadataPrefix="mets">https://recercat.cat/oai/request</request><GetRecord><record><header><identifier>oai:recercat.cat:2117/192372</identifier><datestamp>2025-07-16T23:04:21Z</datestamp><setSpec>com_2072_1033</setSpec><setSpec>col_2072_452949</setSpec></header><metadata><mets xmlns="http://www.loc.gov/METS/" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:doc="http://www.lyncode.com/xoai" ID="&#xa;&#x9;&#x9;&#x9;&#x9;DSpace_ITEM_2117-192372" TYPE="DSpace ITEM" PROFILE="DSpace METS SIP Profile 1.0" xsi:schemaLocation="http://www.loc.gov/METS/ http://www.loc.gov/standards/mets/mets.xsd" OBJID="&#xa;&#x9;&#x9;&#x9;&#x9;hdl:2117/192372">
   <metsHdr CREATEDATE="2026-04-13T15:16:21Z">
      <agent ROLE="CUSTODIAN" TYPE="ORGANIZATION">
         <name>RECERCAT</name>
      </agent>
   </metsHdr>
   <dmdSec ID="DMD_2117_192372">
      <mdWrap MDTYPE="MODS">
         <xmlData xmlns:mods="http://www.loc.gov/mods/v3" xsi:schemaLocation="http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-1.xsd">
            <mods:mods xsi:schemaLocation="http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-1.xsd">
               <mods:name>
                  <mods:role>
                     <mods:roleTerm type="text">author</mods:roleTerm>
                  </mods:role>
                  <mods:namePart>Belibassakis, K.A.</mods:namePart>
               </mods:name>
               <mods:name>
                  <mods:role>
                     <mods:roleTerm type="text">author</mods:roleTerm>
                  </mods:role>
                  <mods:namePart>Athnassoulis, G.A.</mods:namePart>
               </mods:name>
               <mods:name>
                  <mods:role>
                     <mods:roleTerm type="text">author</mods:roleTerm>
                  </mods:role>
                  <mods:namePart>Papathanasiou, T.K.</mods:namePart>
               </mods:name>
               <mods:name>
                  <mods:role>
                     <mods:roleTerm type="text">author</mods:roleTerm>
                  </mods:role>
                  <mods:namePart>Filopoulos, S.</mods:namePart>
               </mods:name>
               <mods:originInfo>
                  <mods:dateIssued encoding="iso8601">2013</mods:dateIssued>
               </mods:originInfo>
               <mods:identifier type="none"/>
               <mods:abstract>An efficient computational procedure is presented for the solution of coupled&#xd;
hydroelastic problems involving bodies of general thickness, floating over variable&#xd;
bathymetry regions. The problem is treated by the coupled mode system of horizontal&#xd;
equations derived by Athanassoulis and Belibassakis (2009), for the analysis of floating, shear&#xd;
deformable plates or beams. The proposed beam (or plate) model is based on the addition of&#xd;
extra vertical elastic deformation modes, at each horizontal position along the floating body,&#xd;
permitting shear strain and stress to vanish on both the upper and lower boundaries and&#xd;
extending third-order plate theories. The final coupled mode system is derived from a&#xd;
variational principle combining the one – field functional of the elastodynamics in the plate&#xd;
region with the pressure functional in the water region. The wave potential in the water&#xd;
column is represented by means of a local – mode series containing an extra mode,&#xd;
accounting for not mildly sloped bottom variations. The addition of the additional modes&#xd;
results to increased convergence rate, enabling high accuracy with the use of a relatively small&#xd;
number of vertical modes. In the present work the hp-version of the Finite Element Method is&#xd;
applied to the solution of a simplified version of the resulting system of coupled horizontal&#xd;
differential equations with respect to the modal amplitudes, providing good convergence rates&#xd;
and adaptivity capabilities, and increasing the overall efficiency of the solution strategy.&#xd;
Numerical results are presented demonstrating the applicability of present method.</mods:abstract>
               <mods:language>
                  <mods:languageTerm authority="rfc3066"/>
               </mods:language>
               <mods:accessCondition type="useAndReproduction">Open Access</mods:accessCondition>
               <mods:subject>
                  <mods:topic>Àrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits</mods:topic>
               </mods:subject>
               <mods:subject>
                  <mods:topic>Finite element method</mods:topic>
               </mods:subject>
               <mods:subject>
                  <mods:topic>Coupled problems (Complex systems) -- Numerical solutions</mods:topic>
               </mods:subject>
               <mods:subject>
                  <mods:topic>Hydroelastic analysis, Coupled Modes, FEM, Shear Deformable Plates, VLFS</mods:topic>
               </mods:subject>
               <mods:subject>
                  <mods:topic>Elements finits, Mètode dels</mods:topic>
               </mods:subject>
               <mods:titleInfo>
                  <mods:title>A coupled mode – hp FEM for the hydroelastic analysis of shear-deformable floating bodies of general thickness in variable bathymetry</mods:title>
               </mods:titleInfo>
               <mods:genre>Conference report</mods:genre>
            </mods:mods>
         </xmlData>
      </mdWrap>
   </dmdSec>
   <structMap LABEL="DSpace Object" TYPE="LOGICAL">
      <div TYPE="DSpace Object Contents" ADMID="DMD_2117_192372"/>
   </structMap>
</mets></metadata></record></GetRecord></OAI-PMH>