論文

査読有り
2021年2月

RC耐震壁の開口高さによる耐力低減率の追検証と曲げ降伏を先行させる保証設計への適用

日本建築学会構造系論文集
  • 劉虹
  • ,
  • 真田靖士
  • ,
  • 尹ロク現
  • ,
  • 市之瀬敏勝
  • ,
  • 井崎周
  • ,
  • 加藤鴻一
  • ,
  • 楠原文雄
  • ,
  • 鈴木卓
  • ,
  • 高橋之

86
780
開始ページ
267
終了ページ
277
記述言語
日本語
掲載種別
研究論文(学術雑誌)
DOI
10.3130/aijs.86.267
出版者・発行元
日本建築学会

<p>Focusing on a strength reduction factor related to door openings provided in AIJ standards in 2010, a series of experimental studies was performed with multi-story shear wall specimens with different configurations of door openings. In this study, besides the former specimen with eccentricallyaligned door openings, two specimens were designed to fail between the door openings. The observed strengths of all specimens agreed well with the values predicted using the index proposed by the authors' previous study. Furthermore, a specimen with shear margin of 1.2 obtained using the proposed index was tested, and its effectiveness for the assurance design was verified.</p>

リンク情報
DOI
https://doi.org/10.3130/aijs.86.267
CiNii Articles
http://ci.nii.ac.jp/naid/130007992402
CiNii Books
http://ci.nii.ac.jp/ncid/AN10438559
URL
http://id.ndl.go.jp/bib/031293356
ID情報
  • DOI : 10.3130/aijs.86.267
  • ISSN : 1340-4202
  • CiNii Articles ID : 130007992402
  • CiNii Books ID : AN10438559

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