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        <identifier>oai:it-hiroshima.repo.nii.ac.jp:00001007</identifier>
        <datestamp>2023-07-25T10:35:30Z</datestamp>
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          <dc:title>日の字補剛ブレース付架構の復元力特性に関する研究</dc:title>
          <dc:title>Restoring force characteristics of plate stiffened H-shaped steel braced frame</dc:title>
          <dc:creator>高松, 隆夫</dc:creator>
          <dc:creator>タカマツ, タカオ</dc:creator>
          <dc:creator>山西, 央朗</dc:creator>
          <dc:creator>ヤマニシ, テルアキ</dc:creator>
          <dc:creator>深澤, 拓真</dc:creator>
          <dc:creator>フカザワ, タクマ</dc:creator>
          <dc:creator>Takamatsu, Takao</dc:creator>
          <dc:creator>Yamanishi, Teruaki</dc:creator>
          <dc:creator>Fukazawa, Takuma</dc:creator>
          <dc:subject>stiffened H-shaped steel brace</dc:subject>
          <dc:subject>restoring force characteristics</dc:subject>
          <dc:description>application/pdf</dc:description>
          <dc:description>Compressive loading tests of H-shaped steel member stiffened plate are carried out to examine bucklingstrength and strength after buckling. Numerical analyses of braced frames ussing H-shaped members with/without stiffened plate as the brace member are conducted to clarify restoring force characteristics of the braced frame. The cyclic behavior of theframe with the stiffened brace is bi-linear-type and models of the restoring force characteristics are proposed to evaluate experimental results.</dc:description>
          <dc:description>departmental bulletin paper</dc:description>
          <dc:publisher>広島工業大学</dc:publisher>
          <dc:date>2016-02</dc:date>
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          <dc:identifier>広島工業大学紀要. 研究編</dc:identifier>
          <dc:identifier>50</dc:identifier>
          <dc:identifier>49</dc:identifier>
          <dc:identifier>55</dc:identifier>
          <dc:identifier>AA11599110</dc:identifier>
          <dc:identifier>13469975</dc:identifier>
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