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        <identifier>oai:it-hiroshima.repo.nii.ac.jp:00000683</identifier>
        <datestamp>2023-07-25T10:42:42Z</datestamp>
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          <dc:title>振動台加振実験による合板壁付木造軸組架構の地震時損傷評価</dc:title>
          <dc:title xml:lang="en">Earthquake damage evaluation of wooden framed structures with plywood wall by shaking table test</dc:title>
          <jpcoar:creator>
            <jpcoar:creatorName>岩井, 哲</jpcoar:creatorName>
            <jpcoar:creatorName xml:lang="ja-Kana">イワイ, サトシ</jpcoar:creatorName>
          </jpcoar:creator>
          <jpcoar:creator>
            <jpcoar:creatorName>松森, 博孝</jpcoar:creatorName>
            <jpcoar:creatorName xml:lang="ja-Kana">マツモリ, ヒロタカ</jpcoar:creatorName>
          </jpcoar:creator>
          <jpcoar:creator>
            <jpcoar:creatorName xml:lang="en">Iwai, Satoshi</jpcoar:creatorName>
          </jpcoar:creator>
          <jpcoar:creator>
            <jpcoar:creatorName xml:lang="en">Matsumori, Hirotaka</jpcoar:creatorName>
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          <jpcoar:subject subjectScheme="NDC">524.91</jpcoar:subject>
          <jpcoar:subject subjectScheme="Other">wooden framed structures with plywood wall</jpcoar:subject>
          <jpcoar:subject subjectScheme="Other">shaking table test</jpcoar:subject>
          <jpcoar:subject subjectScheme="Other">dead load</jpcoar:subject>
          <jpcoar:subject subjectScheme="Other">natural period</jpcoar:subject>
          <jpcoar:subject subjectScheme="Other">response magnification factor</jpcoar:subject>
          <jpcoar:subject subjectScheme="Other">damping factor</jpcoar:subject>
          <jpcoar:subject subjectScheme="Other">damage evaluation</jpcoar:subject>
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          <datacite:description descriptionType="Abstract">Shaking table test of wooden framed structures was conducted under light，moderate or heavy dead load. Fundamental dynamic behavior of one-story，one-bay wooden framed structure with plywood wall was investigated. This test is focusing on changes of damage level，natural period，response magnification factor and damping factor under earthquake load with stepwise increasing input accelerations. Dynamic response analysis of wooden structures has been done，in which combination models of tri-linear Masing type and slip type for restoring-force characteristics were employed，and the earthquake acceleration level in which the specimen experienced plastic deformation is examined. Seismic property of wooden framed structures was evaluated from static horizontal loading test to make models for hysteresis loops.</datacite:description>
          <dc:publisher>広島工業大学</dc:publisher>
          <datacite:date dateType="Issued">2004-02</datacite:date>
          <dc:language>jpn</dc:language>
          <dc:type rdf:resource="http://purl.org/coar/resource_type/c_6501">departmental bulletin paper</dc:type>
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          <jpcoar:identifier identifierType="URI">https://it-hiroshima.repo.nii.ac.jp/records/683</jpcoar:identifier>
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            <jpcoar:relatedIdentifier identifierType="URI">http://ci.nii.ac.jp/naid/40006127116/</jpcoar:relatedIdentifier>
            <jpcoar:relatedTitle>http://ci.nii.ac.jp/naid/40006127116/</jpcoar:relatedTitle>
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          <jpcoar:sourceIdentifier identifierType="NCID">AA11599110</jpcoar:sourceIdentifier>
          <jpcoar:sourceIdentifier identifierType="ISSN">13469975</jpcoar:sourceIdentifier>
          <jpcoar:sourceTitle>広島工業大学紀要. 研究編</jpcoar:sourceTitle>
          <jpcoar:volume>38</jpcoar:volume>
          <jpcoar:pageStart>121</jpcoar:pageStart>
          <jpcoar:pageEnd>128</jpcoar:pageEnd>
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            <datacite:date dateType="Available">2023-03-30</datacite:date>
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