BENDING ELASTO-PLASTIC BEHAVIOR OF HYBRID GLULAM TIMBER COLUMN USING STEEL BARS AND EPOXY RESIN ADHESIVE (PART 1): A LATERAL LOADING EXPERIMENT OF COLUMNS WITH RECTANGULAR SECTION-Reference-Cited by-同舟云学术

BENDING ELASTO-PLASTIC BEHAVIOR OF HYBRID GLULAM TIMBER COLUMN USING STEEL BARS AND EPOXY RESIN ADHESIVE (PART 1): A LATERAL LOADING EXPERIMENT OF COLUMNS WITH RECTANGULAR SECTION

Published:2021 Issue:779 Volume:86 Page:107-116
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:

SHIOYA Shinichi¹,IJU Takahiro²,OHTA Takao³,HARUGUCHI Tsunayoshi³

Affiliation:

1. Kagoshima University

2. Takenaka Corporation

3. Graduate School, Kagoshima University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/86/779/86_107/_pdf

Reference14 articles.

1. 1) S. Shioya, T. Hira : Experimental investigation of bending behavior of hybrid timber beams reinforced using steel bars subjected to cycle loading, AIJ Journal of Technology and Design, Vol. 22, No. 50, pp. 73-76, 2016.2 (in Japanese)

2. 2) S. Shioya : Bending behavior and design method for hybrid timber-steel bar glulam beam subjected to short-term loading, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 84 No. 756, pp. 247-256, 2019.2 (in Japanese)

3. 3) S. Shioya, Y. Shimizu, H. Shioji : Duration of load factor for hybrid timber-steel bar, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 52 No. 756, pp. 257-266, 2019.2 (in Japanese)

4. 4) S. Shioya : Hybrid timber-steel bar glulam and its building system, JTCCM JOURNAL Vol. 52, 2-7, 2016.8 (in Japanese)

5. 5) S. Shioya : Hybrid timber-steel bar glulam and its building system, JSCA, Structure, No. 146, pp. 40-41, 2018.4 (in Japanese)

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