NUMERICAL MODEL FOR DETERIORATION BEHAVIOR CAUSED BY LOCAL BUCKLING OF COLD PRESS-FORMED SQUARE HOLLOW SECTION COLUMNS-Reference-Cited by-同舟云学术

NUMERICAL MODEL FOR DETERIORATION BEHAVIOR CAUSED BY LOCAL BUCKLING OF COLD PRESS-FORMED SQUARE HOLLOW SECTION COLUMNS

Published:2019 Issue:766 Volume:84 Page:1577-1587
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

TANIGUCHI Koichi¹,KOETAKA Yuji²,CHAN Iathong³,TANAKA Kohei²

Affiliation:

1. Nikken Sekkei LTD.

2. Dept. of Architecture and Architectural Engineering, Kyoto Univ.

3. Dept. of Advanced Engineering, Nagasaki Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/84/766/84_1577/_pdf

Reference26 articles.

1. 1) Architectural Institute of Japan : Report on the Hanshin-Awaji earthquake disaster, Building series volume 3, 1997.10　日本建築学会：阪神・淡路大震災調査報告, 建築編-3, 1997.10

2. 2) Architectural Institute of Japan : Report on damage investigation of the 2016 Kumamoto earthquake, 2018.6　日本建築学会：2016年熊本地震災害調査報告, 2018.6

3. 3) Y. Shimada, et al. : Collapse behavior on shaking table test, -Dynamic collapse test of full-scale 4 story steel building Part 3-, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 75, No. 653, pp. 1351-1360, 2010.7　島田侑子, 吹田啓一郎, 山田哲, 松岡祐一, 多田元英, 大崎純, 笠井和彦：震動台実験における倒壊挙動, 実大4層鉄骨造建物の完全崩壊実験その3, 日本建築学会構造系論文集, 第75巻, 第653号, pp. 1351-1360, 2010.7

4. 4) J. Kubota, et al. : Collapse behavior of 18-story steel moment frame on shaking table test under long period ground motion, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 83, No. 746, pp. 625-635, 2018.4　久保田淳, 高橋元美, 澤本佳和, 鈴木芳隆, 聲高裕治, 伊山潤, 長江拓也：鉄骨造18層骨組を対象とした振動台実験における長周期地震動による骨組崩壊挙動, 日本建築学会構造系論文集, 第83巻, 第746号, pp. 625-635, 2018.4

5. 5) M. Kurara, et al. : Effects of local buckling on deformation capacity of steel box columns subjected cyclic loading, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 613, pp. 155-161, 2007.3　倉田真宏, 金尾伊織, 劉大偉, 中島正愛：繰返し載荷を受ける角形鋼柱の変形能力に及ぼす局部座屈の影響, 日本建築学会構造系論文集, 第613号, pp. 155-161, 2007.3

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