EFFECTS OF DIFFERENCES IN CONNECTION DETAILS ON STRUCTURAL BEHAVIOR OF BEAM-COLUMN SUBASSEMBLY WITH BRACE

Author:

KISHIKI Shoichi1,KONDO Naoya2,YAMADA Satoshi3,HASEGAWA Takashi4

Affiliation:

1. Associate Prof., Structural Engineering Research Center, Tokyo Institute of Technology, Dr. Eng.

2. Former Grad. Stud., Tokyo Institute of Technology, M. Eng.

3. Prof., Structural Engineering Research Center, Tokyo Institute of Technology, Dr. Eng.

4. Senior Researcher, Structural Engineering Dept. Building Resarch Institute, Dr. Eng.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference14 articles.

1. 1) 五十嵐定義,井上一朗,木林長仁,浅野美次:筋違付架構の復元力特性,その1 交番繰返し軸力を受ける筋違材の挙動,日本建築学会論文報告集,第196号,pp. 47-54,1972.6

2. 2) 加藤勉,秋山宏:鋼構造筋違付骨組の復元力特性,日本建築学会論文報告集,第260号,pp. 99-107,1977.10

3. 3) 柴田道生,中村武,若林實:鉄骨筋違の履歴特性の定式化-その 1 定式化関数の誘導-,日本建築学会論文報告集,第316号,pp. 18-24,1982.6

4. 4) 羽倉弘人,平野道勝,佐藤誠,難波恒夫:ターンバックル付筋違に関する研究 その1~4,日本建築学会大会学術講演梗概集,構造系,pp. 485-492,1971.11

5. 5) 田沼吉伸,加藤勉,森田耕次:山形鋼筋違接合部の耐力に関する研究,日本建築学会論文報告集,第325号,pp. 32-39,1983.3

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