DETAILED MECHANICS OF FLEXURAL RC COLUMN DEFORMATION UP TO REBAR YIELDING

Author:

ASAI Tatsuya1,TESHIGAWARA Masaomi2,SUWADA Haruhiko3

Affiliation:

1. Grad. School of Environmental Studies, Nagoya Univ.

2. Dept. of Architecture, Faculty of Engineering, Chubu Univ.

3. International Institute of Seismology and Earthquake Engineering, Building Research Institute

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference33 articles.

1. 1) National Institute for Land and Infrastructure Management, Ministry of Land. Infrastructure, Transportation and Tourism, et. al.: 2020 nenban kenchikubutsu no kouzoukankeigijutsukijunkaisetsusho (Guideline of the Structure Related Technical Standard of the Building 2020 version), Zenkokukanpouhanbaikyoudoukumiai, 2020(in Japanese) 国土交通省国土技術政策総合研究所, 建築研究所:2020 年版建築物の構造関係技術基準解説書, 全国官報販売協同組合, 2020

2. 2) Architectural Institute in Japan: AIJ Seismic Performance Evaluation Guidelines for Reinforced Concrete Buildings Based on the Capacity Spectrum Method, 2019(in Japanese) 日本建築学会: 鉄筋コンクリート造建物の等価線形化法に基づく耐震性能評価型設計指針(案)・同解説, 2019

3. 3) Timoshenko, S. and Goodier, J.N.: Theory of Elasticity, 2nd Edition, McGraw-Hill, 1951

4. 4) Heki, K. and Murata, M.: Derivation of in-Plane Stress State Solution on Orthotropic Elastic Beams of Rectangular Section under Uniformly Distributed Loads, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 77, No. 656, pp. 1837-1845, 2010(in Japanese) 日置興一郎, 村田賢:等分布荷重を受ける異方性弾性長方形断面梁の平面応力状態解の古典理論解からの誘導, 日本建築学会構造系論文集, 第 75 巻,第656 号, pp. 1837-1845, 2010 (DOI: https://doi.org/10.3130/aijs.75.1837 )

5. 5) Aktan, A. E., Pecknold, D. A. and Sozen, M. A.: RC Column Earthquake Response in Two Dimensions, ASCE, Vol. 100, No. ST 10, pp. 1999-2015, 1974 (DOI: https://doi.org/10.1061/JSDEAG.0003908 )

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