CORRELATION BETWEEN AXIAL FORCE AND BENDING CAPACITY OF STEEL BAR-TIMBER COMPOSITE COLUMN-Reference-Cited by-同舟云学术

CORRELATION BETWEEN AXIAL FORCE AND BENDING CAPACITY OF STEEL BAR-TIMBER COMPOSITE COLUMN

Published:2024-08-01 Issue:822 Volume:89 Page:807-817
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Transactions of AIJ

Author:

SHIOYA Shinichi¹,MUKAI Motohiro²,HAYATA Keisuke¹

Affiliation:

1. Graduate School of Science and Engineering, Kagoshima University

2. Takenaka Corporation.

Publisher

Architectural Institute of Japan

Link

https://www.jstage.jst.go.jp/article/aijs/89/822/89_807/_pdf

Reference8 articles.

1. 1) 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),　塩屋晋一 : 鉄筋を複合する木質集成材梁の短期載荷時の曲げ性能と評価式, 日本建築学会構造系論文集第 84 巻第 756 号, pp. 247-256, 2019 (DOI http://doi.org/10.3130/aijs.84.247 )

2. 2) S. Shioya, et al: Creep behavior of hybrid rebar-glulam timber under long-term loading, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 86, No.786, pp.1190-1201, 2021 (in Japanese),　塩屋晋一ほか : 長期載荷を受ける鉄筋集成材梁のクリープ特性に関する研究, 日本建築学会構造系論文集第 86 巻第 786 号, 1190-1201, 2021 (DOI https://doi.org/10.3130/aijs.86.1190 )

3. 3) T G. Williamson, B Yeh: Fire performance of FRP reinforced glulam, MEETING THIRTY-NINE FLORENCE, ITALY, August, 2006

4. 4) Abdulrahman Zaben. et al. : Residual performance of a prototype hybrid timber-FRP glulam beam after fire. Proceedings of the World Conference on Timber Engineering, WCTE 2021, Santiago, Chile

5. 5) Laith I. Gharaibeh, Ghasan Doudak: Structural performace of reinforced gulam beams, Proceedings of the World Conference on Timber Engineering, WCTE 2023, Oslo, Norway (https://doi.org/10.52202/069179-0409 )