Proposal of design procedure to ensure story stiffness of steel moment-resisting frame having beam-to-column connections with exterior diaphragms
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- TONE Kazuhiro
- 株式会社大林組 技術研究所
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- KOETAKA Yuji
- 京都大学大学院工学研究科 建築学専攻
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- MORIOKA Hiromitsu
- JFEスチール株式会社 スチール研究所 インフラ建材研究部
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- KINOSHITA Tomohiro
- JFEスチール株式会社 スチール研究所 インフラ建材研究部
Bibliographic Information
- Other Title
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- 外ダイアフラム形式柱梁接合部を有する鋼構造骨組の層剛性を確保するための設計手順の提案
Abstract
<p>We have developed a beam-to-column connection which has small projection exterior diaphragms using thicker steel plates than the conventional ones. This study aims to propose a rational design procedure for a steel moment-resisting frame (MRF) with exterior diaphragms. The design procedure focuses on the reduction rate of story stiffness of MRF with exterior diaphragms to that with rigid connections. The recommended optimum value of the reduction rate of story stiffness is proposed by static incremental analysis and time history response analysis.</p>
Journal
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- Kou kouzou rombunshuu
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Kou kouzou rombunshuu 29 (116), 116_13-116_28, 2022-12-26
Japanese Society of Steel Construction
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Keywords
Details 詳細情報について
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- CRID
- 1390857512439767296
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- ISSN
- 18840329
- 18809928
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- Text Lang
- ja
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- Data Source
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- JaLC
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- Abstract License Flag
- Disallowed