BUCKLING BEHAVIOR AND CYCLIC DEFORMATION CAPACITY OF CIRCULAR HOLLOW SECTION MEMBERS WITH 20 OF THE SLENDERNESS RATIO IN TRUSS TOWER STRUCTURES-Reference-Cited by-同舟云学术

BUCKLING BEHAVIOR AND CYCLIC DEFORMATION CAPACITY OF CIRCULAR HOLLOW SECTION MEMBERS WITH 20 OF THE SLENDERNESS RATIO IN TRUSS TOWER STRUCTURES

Published:2024-09-01 Issue:823 Volume:89 Page:1027-1038
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Transactions of AIJ

Author:

TERAZAWA Yuki¹,TAKEUCHI Toru¹,YASUI Sayo²,OGIHARA Minoru³,KONAKA Koumei³,HIROTANI Naoya³,WATANABE Miyuki³

Affiliation:

1. Dept. of Arch. and Build. Eng., Tokyo Institute of Technology

2. Former, Tokyo Institute of Technology

3. TOKYO ELECTRIC POWER SERVICES CO., LTD.

Publisher

Architectural Institute of Japan

Link

https://www.jstage.jst.go.jp/article/aijs/89/823/89_1027/_pdf

Reference30 articles.

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3. 3) Takeuchi, T., Suzuki, K., Matsui, R. and Ogawa, T.: Cumulative cyclic deformation capacity of tubular braces with local buckling, Journal of Structural and Construction Engineering (Transactions of AIJ), No.608, Vol.71, pp.143-1506, 2006.11 (in Japanese)　https://doi.org/10.3130/aijs.71.143_4

4. 4) Takeuchi, T., Horiuchi, K., Matsui, R., Ogawa, T. and Imamura, A.: Collapse mechanism of truss tower structures including buckling and fracture of tubular members, Journal of Structural and Construction Engineering (Transactions of AIJ), No.703, Vol.79, pp.1309-1319, 2014.10 (in Japanese)　https://doi.org/10.3130/aijs.79.1309

5. 5) Matsui, R., Nakamura, T., Imamura, A. and Takeuchi, T.: Collapse mechanism of tower-supported steel stack composed of circular hollow sections with large diameter-to-thickness ratio, Journal of Structural and Construction Engineering (Transactions of AIJ), No.750, Vol.83, pp.1171-1181, 2018.9 (in Japanese)　https://doi.org/10.3130/aijs.83.1171