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  1. B300 農学部/生命農学研究科
  2. B300b 紀要
  3. 名古屋大学森林科学研究
  4. 16

正負繰り返し負荷を受ける合板釘着張り耐力壁のせん断性能

https://doi.org/10.18999/nagufs.16.7
https://doi.org/10.18999/nagufs.16.7
720d7243-94ea-4dbc-ba1f-fe3ebc7a9a69
名前 / ファイル ライセンス アクション
nagufs_16_7.pdf nagufs_16_7.pdf (1.7 MB)
Item type 紀要論文 / Departmental Bulletin Paper(1)
公開日 2007-07-04
タイトル
タイトル 正負繰り返し負荷を受ける合板釘着張り耐力壁のせん断性能
言語 ja
その他のタイトル
その他のタイトル Shearing performance of plywood nailed walls under cyclic loading
言語 en
著者 今西, 祐志

× 今西, 祐志

WEKO 17837

ja 今西, 祐志

Search repository
IMANISHI, Hiroshi

× IMANISHI, Hiroshi

WEKO 17838

en IMANISHI, Hiroshi

Search repository
佐々木, 康寿

× 佐々木, 康寿

WEKO 17839

ja 佐々木, 康寿

Search repository
SASAKI, Yasutoshi

× SASAKI, Yasutoshi

WEKO 17840

en SASAKI, Yasutoshi

Search repository
アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
キーワード
主題Scheme Other
主題 正負繰り返し加力
キーワード
主題Scheme Other
主題 耐力壁
キーワード
主題Scheme Other
主題 せん断性能
キーワード
主題Scheme Other
主題 繰り返し変形量
キーワード
主題Scheme Other
主題 繰り返し数
キーワード
主題Scheme Other
主題 cyclic load
キーワード
主題Scheme Other
主題 plywood nailed wall
キーワード
主題Scheme Other
主題 shearing performance
キーワード
主題Scheme Other
主題 cyclic deformation value
キーワード
主題Scheme Other
主題 number of cycles
抄録
内容記述 合板釘着張り耐力壁について一定変位での正負繰り返し加力による疲労試験を行い、せん断荷重と変形との関係を求め、繰り返し変形量および繰り返し数と耐力との関連について考察した。正負繰り返し加力による疲労試験では、繰り返し数の増加にともなってせん断荷重のピーク値は対数的に低下し、大きな繰り返し変形を与えた方がより大きく低下した。残留変形は、繰り返し変形量に関係なく繰り返し50回あたりまでは増加し、その後減少に転じ、大きな繰り返し変形を与えた方がより急激に減少した。疲労試験により得られたせん断荷重 – 見かけのせん断変形角曲線から求めた吸収エネルギーは、繰り返し数の増大とともに減少し、とくに繰り返し3回程度で激減した。疲労試験後の単調増加加力試験では、より大きな繰り返し変形履歴をもった壁体の方が性能の低下が大きいことが明らかとなった。また壁倍率については、繰り返し変形量が±1/300 rad の場合には1.95、繰り返し変形量が±1/120 rad の場合には0.738であり、前者は後者の約2.6倍であった。
言語 ja
内容記述タイプ Abstract
抄録
内容記述 Racking tests under the conditions of cyclic loading with constant deformation (± 1/120 rad and ± 1/300 rad) and monotonous increase of loading were conducted on plywood nailed walls. The shearing performance of the walls is discussed in relation to the cyclic deformation value and to the number of cycles. The cyclic loading fatigue tests showed that maximum values for the shearing force decreased logarithmically with increases in the number of cycles and that the decreasing ratios were larger for ± 1/120 rad cyclic deformation. The residual deformation increased untill about the 50th cycle, regardless of the cyclic deformation value, and then decreased with increases in the number of cycles. The absorbed energy, which were calculated from the shearing force-deformation curves obtained from the fatigue tests, decreased as the number of cycles increased, the decrease being especially sharp untill about the 3rd cycle. The monotonous increase loading tests after the fatigue tests showed that the shearing performance of the walls decreased with increases in the cyclic deformation value. For example, the shear load factor in case of ± 1/300 rad cyclic deformation was 1.95, and that in case of ± 1/120 rad cyclic deformation was 0.738, the former being about 2.6 times larger than the latter.
言語 en
内容記述タイプ Abstract
内容記述
内容記述 農林水産研究情報センターで作成したPDFファイルを使用している。
言語 ja
内容記述タイプ Other
出版者
言語 ja
出版者 名古屋大学農学部附属演習林
言語
言語 jpn
資源タイプ
資源 http://purl.org/coar/resource_type/c_6501
タイプ departmental bulletin paper
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
ID登録
ID登録 10.18999/nagufs.16.7
ID登録タイプ JaLC
関連情報
関連タイプ isVersionOf
識別子タイプ URI
関連識別子 http://rms1.agsearch.agropedia.affrc.go.jp/contents/JASI/pdf/academy/57-2255.pdf
ISSN(print)
収録物識別子タイプ PISSN
収録物識別子 1344-2457
書誌情報 ja : 名古屋大学森林科学研究

巻 16, p. 7-16, 発行日 1997-12
フォーマット
application/pdf
著者版フラグ
値 publisher
URI
識別子 http://hdl.handle.net/2237/8488
識別子タイプ HDL
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