EFFECTS OF BEAMS ON FULL PLASTIC STRENGTH OF PANEL ZONES IN SUBASSEMBLIES CONSISTING OF CIRCULAR HOLLOW SECTION COLUMNS AND H-SECTION BEAMS-Reference-Cited by-同舟云学术

EFFECTS OF BEAMS ON FULL PLASTIC STRENGTH OF PANEL ZONES IN SUBASSEMBLIES CONSISTING OF CIRCULAR HOLLOW SECTION COLUMNS AND H-SECTION BEAMS

Published:2024-09-01 Issue:823 Volume:89 Page:1039-1050
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Transactions of AIJ

Author:

ASHIDA Yosuke¹,KOETAKA Yuji¹,NAKANO Tatsuya²

Affiliation:

1. Dept. of Architecture and Architectural Eng., Kyoto Univ.

2. Grad. School of Regional Development and Creativity, Utsunomiya Univ.

Publisher

Architectural Institute of Japan

Link

https://www.jstage.jst.go.jp/article/aijs/89/823/89_1039/_pdf

Reference19 articles.

1. 1) Igarashi, S., Sakamoto, J.: Koukouzou setten no sosei kyodou ni kansuru jikkenteki kenkyu ｰUsuita koukouzou yosetsu siguchino baaiｰ, Transactions of the Architectural Institute of Japan, Vol.60, pp.513-516, 1959 (in Japanese)　五十嵐定義, 坂本順：鋼構造節点の塑性挙動に関する実験的研究 −薄板鋼構造熔接仕口の場合−, 日本建築学会論文報告集, 第 63.1 号, pp.513-516, 1959 (DOI: https://doi.org/10.3130/aijsaxx.63.1.0_513 )

2. 2) Chan, I., Koetaka, Y.: Verification of calculation method of full plastic strength for panel zones at steel beam-to-column connections and database of test, Journal of Structural Engineering, Vol.65B, pp.451-464, 2019 (in Japanese)　陳逸鴻, 聲高裕治：鋼構造柱梁接合部パネルの全塑性耐力算定法の検証と実験データベース, 構造工学論文集 B, Vol.65B, pp.451-464, 2019

3. 3) Kawano, A., Makino, M : On the effect of shear stiffening of beam-to-column connections in aseismic design of Low-rise steel frames, Part 1 Collapse load factor and equivalent energy absorption, Transactions of the Architectural Institute of Japan, Vol.319, pp.11-22, 1982 (in Japanese)　河野昭雄, 牧野稔：中低層鋼骨組の耐震性に与える柱―梁接合部のせん断補強の効果について（その１崩壊荷重係数と等価吸収エネルギー）, 日本建築学会論文報告集, 第 319 号, p 1-22, 1982 (DOI: https://doi.org/103130/aijsaxx.319.0_11 )

4. 4) Ashida, Y., Koetaka, Y., Chan, I.: Effect of aspect ratio on elasto-plastic behavior of panel zone with circular hollow section, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.86, No.787, pp.1357-1368, 2021 (in Japanese)　芦田陽介, 聲高裕治, 陳逸鴻：円形中空断面柱梁接合部パネルの弾塑性挙動に及ぼすアスペクト比の影響, 日本建築学会構造系論文集, 第86 巻, 第787 号, pp.1357-1368, 2021 (DOI: https://doi.org/10.3130/aijs.86.1357 )

5. 5) Kuwahara, S., and Inoue, K.: The shear force loading test for the beam-to-column joint panels of rectangular and circular hollow section, Journal of Structural and Construction Engineering (Transactions of AIJ), No.502, pp.149-156, 1997 (in Japanese)　桑原進, 井上一朗：鋼管柱・梁接合部パネルのせん断加力実験, 日本建築学会構造系論文集, 第 502 号, pp.149-156, 1997 (DOI: https://doi.org/10.3130/aijs.62.149_2 )