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    <pageFirst>254</pageFirst>
    <pageLast>268</pageLast>
    <pageNumber/>
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    <issue>4</issue>
    <volume>47</volume>
    <type>article</type>
    <publisherName>Ernst</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation>Deutsche Gesellschaft für Geotechnik</creatingCorporation>
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    <title language="deu">Numerische Ermittlung von Baugrundschwingungen bei dynamisch belasteten Fundamenten: Empfehlungen zur Modellierung</title>
    <title language="eng">Numerical analysis of soil vibrations due to vibrating foundations: Guidance for model design</title>
    <abstract language="deu">AbstractIn der Praxis tätige geotechnisch Planende kommen in zunehmendem Maße mit dynamischen Fragestellungen in Berührung. Hersteller von geotechnischer Berechnungssoftware haben entsprechend ihre ursprünglich für statische Aufgabenstellungen konzipierten Produkte um die Möglichkeit zur Lösung von Wellenausbreitungsproblemen im Baugrund erweitert. Den Anwendern fehlt aber häufig die notwendige Erfahrung zur Durchführung dieser Art von numerischen Berechnungen. Die Arbeitskreise 1.4 „Baugrunddynamik“ und 1.6 „Numerik in der Geotechnik“ der Deutschen Gesellschaft für Geotechnik (DGGT) haben diese Entwicklung aufgegriffen und einen gemeinsamen Unterarbeitskreis „Numerik in der Baugrunddynamik“ gegründet. Der vorliegende Beitrag stellt die aktuellen Ergebnisse der Arbeit des Unterarbeitskreises vor und fasst die gewonnenen Erkenntnisse in Form von Empfehlungen zusammen.</abstract>
    <abstract language="eng">Geotechnical engineers are increasingly concerned with wave propagation problems. Manufacturers of geotechnical analysis software added features for soil dynamic analyses to their products initially devised for static geotechnical analyses. Though, users often lack the experience for conducting such advanced numerical analyses. Working groups 1.4 "Soil dynamics" and 1.6 "Numerical analyses in geotechnical engineering" of DGGT German Society for Geotechnical Engineering established a joint subgroup "Numerical analyses in soil dynamics" to address this shortcoming. The present paper presents the work of the subgroup so far and provides some guidance on conducting numerical analyses in soil dynamics.</abstract>
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    <author>Winfried Schepers</author>
    <author>Ronald B. J. Brinkgreve</author>
    <author>Kira Holtzendorff</author>
    <author>Dirk Wegener</author>
    <author>Silke Appel</author>
    <author>Georgia Efthymiou</author>
    <author>Wolfgang Krajewski</author>
    <author>Jan Machaček</author>
    <author>Thomas Meier</author>
    <author>Bashar Nseir</author>
    <author>Peter Rangelow</author>
    <author>Jürgen Schmitt</author>
    <author>Patrick Staubach</author>
    <author>Christos Vrettos</author>
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      <type>uncontrolled</type>
      <value>Numerische Methoden</value>
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      <language>deu</language>
      <type>uncontrolled</type>
      <value>Empfehlungen</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Modellgröße</value>
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    <subject>
      <language>deu</language>
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      <value>Zeitschrittweite</value>
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    <collection role="themenfelder" number="">Windenergie</collection>
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