DEVELOPMENTS OF FIRE RESISTANT DESIGN FOR STEEL STRUCTURES BASED ON RELIABILITY THEORY-Reference-Cited by-同舟云学术

DEVELOPMENTS OF FIRE RESISTANT DESIGN FOR STEEL STRUCTURES BASED ON RELIABILITY THEORY

Published:2023-02-01 Issue:804 Volume:88 Page:311-320
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:

KAGAMI Chisato¹,OZAKI Fuminobu²,MORI Yasuhiro³

Affiliation:

1. Former Graduate School of Environmental Studies, Nagoya Univ.

2. Graduate School of Environmental Studies, Nagoya Univ.

3. Grad. School of Environmental Studies, Nagoya Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/88/804/88_311/_pdf

Reference18 articles.

1. 1) AIJ：AIJ Recommendation for Fire Resistant Design of Steel Structures (Third Edition), Maruzen, 2017 (in Japanese)　日本建築学会：鋼構造耐火設計指針(第 3 版), 丸善株式会社, 2017

2. 2) Building Guidance Div., Housing Bureau, MLIT: Manuals on Fire Resistance Verification Methods and the Calculation examples, Inoue-shoin, 2001 (in Japanese)　国土交通省住宅局建築指導課他, 耐火性能検証法の解説及び計算例とその解説, 井上書院, 2001

3. 3) Ozaki, F., Hase, T., Kohno, M., Mori, Y., Suzuki, J.: Collapse Temperature of Simple Support Beams in case of Considering Variations in Steel Strength at Elevated Temperature ― Estimation of Variations in Collapse Temperatures of Steel Frames subjected to Fire Part 1―, Journal of Structural and Construction Engineering (Transactions of AIJ), No.712, pp. 971-979, 2015.6 (in Japanese)　尾崎文宣長谷大志河野守森保宏鈴木淳一：鋼材高温強度にばらつきがある場合の単純支持梁の崩壊温度-火災時鋼架構の崩壊温度のばらつき評価その 1-, 日本建築学会構造系論文集, 第 712 号 pp.971-979, 2015.6 （DOI：https://doi.org/10.3130/aijs.80.971 )

4. 4) Ozaki, F., Hase, T., Kohno, M., Mori, Y. :Collapse Temperature of Steel Subassemblages in case of Considering Variations in Steel Strength at Elevated Temperature ― Estimation of Variations in Collapse Temperatures of Steel Frames subjected to Fire Part 2―, Journal of Structural and Construction Engineering (Transactions of AIJ), No.720, pp.395-404, 2016.2 (in Japanese)　尾崎文宣長谷大志河野守森保宏：鋼材高温強度にばらつきを有する場合の鋼分解架構の崩壊温度 -火災時鋼架構の崩壊温度のばらつき評価その 2-, 日本建築学会構造系論文集, 第 720 号 pp.395-404, 2016.2 （DOI https://doi.org/10.3130/aijs.81.395 )

5. 5) Ozaki. F., Sato, T. : Relationships between Redundancy and Collapse Modes for Steel Frames at Fire in case of Considering Variations in Steel Strength― Estimation of Variations in Collapse Temperatures of Steel Frames subjected to Fire Part 3―, Journal of Structural and Construction Engineering (Transactions of AIJ), No.731, pp.145-154, 2017.1 (in Japanese)　尾崎文宣佐藤太勇：鋼材強度にばらつきを有する場合の火災時鋼架構の崩壊モードとリダンダンシーの関係 -火災時鋼架構の崩壊温度のばらつき評価その 3-, 日本建築学会構造系論文集, 第 731 号 145-154, 2017.1 （DOI：https://doi.org/10.3130/aijs.82.145 )