STRENGTH OF SHS COLUMN TO BEAM CONNECTIONS WITH HOLES FOR HOT DIP GALVANIZING IN THROUGH DIAPHRAGMS
Author:
Affiliation:
1. Dept. of Architecture, Kobe Univ.
2. Yokohama Galvanizing Co., Ltd.
3. Shimizu Corporation
4. JFE Steel Corporation
5. Fujiki-tekkou Corporation
6. Galva Kogyo Co., Ltd.
7. Tanaka Galvanizing Co., Ltd.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/88/803/88_145/_pdf
Reference9 articles.
1. 1) Architectural Institute of Japan: Techinical Recommendation for Steel Construction for Buildings (Part 1 Guide to Steel-rib Fabrications), 2018 (in Japanese) 日本建築学会:鉄骨工事技術指針・工場製作編, 2018
2. 2) Morita, K., Yokoyama, Y., Kawamata, Y., Matsumura, H., :EfFct of Inner Ring StifFner on the Strength of Connection between Steel Beam and Concrete-Filled Square Tube Column, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 422, pp. 85-96, 1991 (in Japanese) 森田耕次, 横山幸夫, 川又康博, 松村弘道:コンクリート充てん角形鋼管柱-鉄骨はり接合部の内ダイアフラム補強に関する研究, 日本建築学会構造系論文報告集, 第422号, pp. 85-96, 1991 (doi: 10.3130/aijsx.422.0_85 )
3. 3) Hukumoto, T., Kobayashi, H. :Connedtion between High-Strength Concrete-Filled Square Tubular Steel Column and Steel Beam, Reinforced with Internal Diaphragm -Local elasto-plastic behavior of the connection-, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 61, No. 479, pp. 109-118, 1996 (in Japanese) 福元敏之, 小林創: 高強度材料を用いたコンクリート充てん角形鋼管柱・鉄骨ばりの内部補強形式仕口に関する研究-局部の弾塑性性状-, 日本建築学会構造系論文集, 第 61 巻, 第 479 号, pp. 109-118, 1996 (doi: 10.3130/aijs.61.109_1 )
4. 4) Architectural Institute of Japan: design and construction Recommendation for Concrete Filled Steel Tube Structure, 2018(in Japanese) 日本建築学会:コンクリート充填鋼管構造設計施工指針, 2018
5. 5) Architectural Institute of Japan: Japanese Architectural Standard Specification, JASS 6 Steel Work, 2018 (in Japanese) 日本建築学会:建築工事標準仕様書 JASS 6 鉄骨工事, 2018
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