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
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- 巻
- 86
- 号
- 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
- ID情報
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- DOI : 10.3130/aijs.86.267
- ISSN : 1340-4202
- CiNii Articles ID : 130007992402
- CiNii Books ID : AN10438559