Earthquake Resistant Desigh of High-Strenght Concrete Beam-Column joint Longitudinally Reinforced with High Strength Steel Bars : Part7 Mechanical Model of joint Failure before Beams Yield
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- Ogawara Makoto
- (株)大本組技術研究所
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- 塩原 等
- 建設省建築研究所第3研究部
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- 岡 功治
- (株)大本組建築部
Bibliographic Information
- Other Title
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- 21094高強度鉄筋を主軸に用いた高強度鉄筋コンクリート造接合部の耐震設計法 : その8 はり降伏前の接合部破壊のモデルの提案
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Journal
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- Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II
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Summaries of technical papers of Annual Meeting Architectural Institute of Japan. Structures II (1991), 601-602, 1991-08
Architectural Institute of Japan
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Details 詳細情報について
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- CRID
- 1573950401757117696
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- NII Article ID
- 110004190640
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- NII Book ID
- AN1003102X
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- ISSN
- 09150137
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- Text Lang
- ja
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- Data Source
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- CiNii Articles