EXPERIMENTAL STUDY ON H-SHAPED COLUMNS UNDER COMPRESSIVE AXIAL FORCE WITH ONE END CYCLIC BENDING MOMENT

Author:

SATO Atsushi1,YOSHIOKA Shimpei2

Affiliation:

1. Graduate School of Engineering, Nagoya Institute of Technology

2. Former Nagoya Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference15 articles.

1. 1) Architectural Institute of Japan : AIJ Standard for Allowable Stress Design of Steel Structures, 2019.10 (in Japanese) 日本建築学会:鋼構造許容応力度設計規準, 2019.10

2. 2) Architectural Institute of Japan : AIJ Recommendations for Plastic Design of Steel Structures, 2017.2 (in Japanese) 日本建築学会:鋼構造塑性設計指針, 2017.2

3. 3) Architectural Institute of Japan : Recommendation for Limit State Design of Steel Structures, 2010.2 (in Japanese) 日本建築学会:鋼構造限界状態設計指針・同解説, 2010.2

4. 4) Architectural Institute of Japan : Recommendations for Stability Design of Steel Structures, 2018.2 (in Japanese) 日本建築学会:鋼構造座屈設計指針, 2018.2

5. 5) Ishida T., Ono T. and Nomoto S. : Study on Design Criteria of Steel Beam-Columns Based on Experimental Data, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, C, Structures II, pp.1287-1288, 1989.7 (in Japanese) 石田交広, 小野徹郎, 野元覚:実験データに基づく鉄骨曲げ柱の設計規範に関する一考察, 日本建築学会大会学術講演梗概集, C, 構造 II, pp.1287-1288, 1989.7

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