INFLUENCE OF MOISTURE ON COMPRESSIVE BEHAVIOR OF JAPANESE CEDAR AND LARCH STRUCTURAL GLULAM TIMBERS AT ELEVATED TEMPERATURE-Reference-Cited by-同舟云学术

INFLUENCE OF MOISTURE ON COMPRESSIVE BEHAVIOR OF JAPANESE CEDAR AND LARCH STRUCTURAL GLULAM TIMBERS AT ELEVATED TEMPERATURE

Published:2021 Issue:781 Volume:86 Page:513-523
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:

KIKUCHI Takayuki¹,HIRASHIMA Takeo²

Affiliation:

1. Graduate school of Science and Engineering, Chiba Univ. /Faculty of Engineering, Chiba Univ.

2. Graduate School of Engineering, Chiba Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/86/781/86_513/_pdf

Reference16 articles.

1. 1) H. Kinjo, S. Yusa, T. Horio, T. Hirashima, T. Matsumoto, K. Saito, Behaviours of Larch Glued Laminated Timber Beams Exposed to Standard Fire Heating During the Cooling Phase -Study on fire performance of structural glued laminated timber beams Part 1-, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 80, No. 711, pp. 831-840, 2015.5 (in Japanese)　金城仁, 遊佐秀逸, 堀尾岳成, 平島岳夫, 松本匠, 齋藤潔：標準火災加熱を受けたカラマツ集成材梁の放冷過程における挙動, 構造用集成材梁の耐火性に関する研究その1, 日本建築学会構造系論文集第80巻第711号, 831-840, 2015.5

2. 2) T. Igarashi, S. Ishii, H. Yamashita, S. Baba, T. Someya, T. Hirashima, Buckling Strength and Failure time of Japanese Cedar and Larch Glued Laminated Timber Columns Exposed to Fire, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 85, No. 770, pp. 639-649, 2020.4 (in Japanese).　五十嵐樹, 石井俊吾, 山下平祐, 馬場重彰, 染谷朝幸, 平島岳夫 : 火災加熱を受けるスギ・カラマツ構造用集成材柱の座屈耐力および破壊時間, 日本建築学会構造系論文集第85巻第770号, pp. 639-649, 2020.4

3. 3) C. C. Gerhards, Effect of Moisture Content and Temperature of the Mechanical Properties of Wood: An Analysis of Immediate Effects, Wood and Fiber, 14 (1), pp. 4-36, 1982

4. 4) Eurocode5 : Design of timber structures – Part 1-2: General - Structural fire design, 2004

5. 5) J. Konig, Structural Fire Design According to Eurocode 5 -Design Rules and Their Background, Fire and Materials, 29, pp. 147-163, 2005

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1. EMBEDDING BEHAVIORS OF A DOWELLED CONNECTION IN STRUCTURAL GLULAM TIMBERS AT HIGH TEMPERATURE;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-05-01