<?xml version="1.0" encoding="utf-8"?>
<export-example>
  <doc>
    <id>489</id>
    <completedYear>2017</completedYear>
    <publishedYear/>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>135</pageFirst>
    <pageLast>158</pageLast>
    <pageNumber/>
    <edition>24</edition>
    <issue>3</issue>
    <volume>2017</volume>
    <type>article</type>
    <publisherName/>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">A high-order finite element model for vibration analysis of cross-laminated timber assemblies</title>
    <abstract language="eng">The vibration behavior of cross-laminated timber components in the low-frequency range can be predicted with high accuracy by the finite element method. However, the modeling of assembled cross-laminated timber components has been studied only scarcely. The three-dimensional p-version of the finite element method, which is characterized by hierarchic high-order shape functions, is well suited to consider coupling and support conditions. Furthermore, a small number of degrees of freedom can be obtained in case of thin-walled structures using p-elements with high aspect ratios and anisotropic ansatz spaces. In this article, a model for cross-laminated timber assemblies made of volumetric high-order finite elements is presented. Two representative types of connections are investigated, one with an elastomer between the cross-laminated timber components and the other without. The model is validated, and suitable ranges for the stiffness parameters of the finite elements which represent the junctions are identified.</abstract>
    <parentTitle language="eng">Building Acoustics</parentTitle>
    <identifier type="url">https://doi.org/10.1177%2F1351010X17727126</identifier>
    <enrichment key="PeerReviewed">Ja</enrichment>
    <author>Alexander Paolini</author>
    <author>Stefan Kollmannsberger</author>
    <author>Christoph Winter</author>
    <author>Martin Buchschmid</author>
    <author>Gerhard Müller</author>
    <author>Andreas Rabold</author>
    <author>Simon Mecking</author>
    <author>Ulrich Schanda</author>
    <author>Ernst Rank</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>cross-laminated timber</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>finite element method</value>
    </subject>
    <collection role="ddc" number="600">Technik, Technologie</collection>
    <collection role="institutes" number="">Fakultät für Angewandte Natur- und Geisteswissenschaften</collection>
    <thesisPublisher>Technische Hochschule Rosenheim</thesisPublisher>
  </doc>
</export-example>
