ELASTO-PLASTIC SEISMIC RESPONSE ANALYSIS OF HIGH-RISE BUILDING IN CONSIDERATION OF FLUCTUATION OF AXIAL FORCE ON CFT COLUMNS (PART 1): ANALYTICAL METHOD AND EXPERIMENTAL SIMULATION ANALYSIS OF SQUARE CFT COLUMNS

Author:

HIRAKI Tatsuya1,ISOZAKI Yutaka2

Affiliation:

1. Kajima Technical Research Institute

2. Former Kajima Corporation

Publisher

Architectural Institute of Japan

Reference10 articles.

1. 1) E. Fukuzawa, Y. Isozaki, M. Takahashi: Elastic-Plastic Analysis of Reinforced Concrete Frame in Consideration of Fluctuation of Axial Forces on Columns Part 1 Analytical Method and Its Application to Structural Tests of Columns with Core Rebars in Their Centers, Journal of Structural and Construction Engineering (Transaction of AIJ), No.372, pp.31-44, 1987(in Japanese) 福澤栄治, 磯崎浩, 高橋元美:柱の変動軸力を考慮した RC 造骨組の弾塑性解析 その 1 解析法と芯筋柱の構造実験解析, 日本建築学会構造系論文報告集, 第 372 号, pp.31-44, 1987 (DOI: https://doi.org/10.3130/aijsx.372.0_31 )

2. 2) Y. Isozaki, E. Fukuzawa, K. Fujisaki: Elastic-Plastic Analysis of Reinforced Concrete Frame in Consideration of Fluctuation of Axial Forces on Columns Part 2 Elastic-Plastic Analysis of 30 Story Reinforced Concrete Frame, Journal of Structural and Construction Engineering (Transaction of AIJ), No.398, pp.53-60, 1989(in Japanese) 磯崎浩, 福澤栄治, 藤崎浩治:柱の変動軸力を考慮した RC 造骨組の弾塑性解析 その 2 30階建 RC 造骨組の弾塑性解析, 日本建築学会構造系論文報告集, 第 398 号, pp.53-60, 1989 (DOI: https://doi.org/10.3130/aijsx.398.0_53 )

3. 3) Y. Isozaki, E. Fukuzawa, K. Fujisaki: Elastic-Plastic Analysis of Reinforced Concrete Frame in Consideration of Fluctuation of Axial Forces on Columns Part 3 Elastic-Plastic Earthquake Response Analytical Method and Its Simulation Analyses, Journal of Structural and Construction Engineering (Transaction of AIJ), No.405, pp.63-72, 1989(in Japanese) 磯崎浩, 福澤栄治, 藤崎浩治:柱の変動軸力を考慮した RC 造骨組の弾塑性解析 その 3 弾塑性地震応答解析法とそのシミュレーション解析, 日本建築学会構造系論文報告集, 第 405 号, pp.63-72, 1989 (DOI: https://doi.org/10.3130/aijsx.405.0_63 )

4. 4) Y. Isozaki, E. Fukuzawa, M. Takahashi: Elastic-Plastic Earthquake Response Analysis of Reinforced Concrete Space Frame in Consideration of Biaxial Bending Moments and Varying Axial Forces on Columns Part 1 Analytical Method, Journal of Structural and Construction Engineering (Transaction of AIJ), No.441, pp.73-83, 1992(in Japanese) 磯崎浩, 福澤栄治, 高橋元美:柱の変動軸力と 2 軸曲げモーメントを考慮した RC 造立体骨組の弾塑性地震応答解析 その 1 解析法, 日本建築学会構造系論文報告集, 第 441 号, pp.73-83, 1992 (DOI: https://doi.org/10.3130/aijsx.441.0_73 )

5. 5) H. Hagiwara, Y. Hayashi, Y. Isozaki, M. Takahashi, K. Kawano: Elastic-Plastic Earthquake Response Analysis of Highrise Building Used Concrete Filled Steel Tubular Columns Part 1 Analysis Method and Simulation Analysis of Test, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structures III, pp.1231-1236, 1999 (in Japanese) 萩原一, 林幸雄, 磯崎浩, 高橋元美, 河野賢一:CFT 柱を有する高層骨組の弾塑性地震応答解析その 1. 解析法および実験のシミュレーション解析, 日本建築学会学術講演梗概集, 構造Ⅲ, pp.1231-1232, 1999

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