ANALYSIS OF ROCKING COLUMN BEHAVIOR CONSIDERING STRESS DISTRIBUTION OF COLUMN USING FIBER ELEMENTS

Author:

HU Rong1,MURAMOTO Makoto2

Affiliation:

1. Graduate School of Science and Technology, Doctoral Program of Architecture, Kyoto Institute of Technology

2. Faculty of Design and Architecture, Kyoto Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference22 articles.

1. 1) D. Lee, Y. Araki, T. Endo, N. Yoshida and K. Uetani: Modelling of Column Base for Traditional Timber Buildings Based on Local Compression Experiments at Contact Surface Between Column Base And Foundation Stone, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 74, No. 639, pp. 865-872, 2009 (in Japanese) 李 東潤, 荒木慶一, 遠藤俊貴, 吉田亘利, 上谷 宏二 : 柱脚-礎石接触面のめり込み実験に基づく伝統木造柱脚復元力特性のモデル化, 日本建築学会構造系論文集, 第 74 巻, 第 639 号, pp. 865-872, 2009 (DOI: https://doi.org/10.3130/aijs.74.865 )

2. 2) A. Takino, K. Mukaibo, K. Araki, Y. Miyamoto, H. Isoda and N. Kawai: Experimental Study on Restoring Force Characteristics of Column Rocking with Horizontal Cross Members And Varying Axial Force, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 85, No. 771, pp. 715-723, 2020 (in Japanese) 瀧野敦夫, 向坊恭介, 荒木康弘, 宮本裕司, 五十田博, 河合直人 : 軸力変動および横架材を有する柱の傾斜復元力特性に関する実験的研究, 日本建築学会構造系論文集, 第 85 巻, 第 771 号, pp. 715-723, 2020 (DOI: https://doi.org/10.3130/aijs.85.715 )

3. 3) K. Saburi and T. Nagase: Numerical Analysis Method with Connection Spring Model Large Deflection Brhavior of Traditional Wooden Frame, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures III, pp. 143-144, 2000 (in Japanese) 佐分利和宏, 長瀬 正 : 伝統的木造架構における柱傾斜復元力に関する構造解析, 日本建築学会大会学術講演梗概集, C-1, 構造 III, pp. 143-144, 2000

4. 4) N. Kawai: Static Loading Test on Column Rocking Resistance Using Scale Models -Part2 Influence of column section shape and theoretical solution considering initial deformation, Summaries of technical papers of annual meeting, Architectural Institute of Japan, Structures III, pp. 183-184, 2018 (in Japanese) 河合直人 : 縮小模型による柱傾斜復元力に関する静加力実験-その 2 柱断面形状の影響と初期変形を考慮した理論解, 日本建築学会大会学術講演梗概集, 構造 III, pp. 183-184, 2018

5. 5) N. Kawai: Static Loading Test on Column Rocking Resistance Using Scale Models -In case of columns of square section-, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures III, pp. 529-530, 2017 (in Japanese) 河合直人 : 縮小模型による柱傾斜復元力に関する静加力実験-柱断面が正方形の場合-, 日本建築学会大会学術講演梗概集, 構造 III, pp. 529-530, 2017

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1. A fiber beam-column model for damage assessment of traditional Chinese timber structures;Journal of Asian Architecture and Building Engineering;2023-07-29

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