CYCLIC LOADING TESTS OF BUCKLING-RESTRAINED BRACES WITH POST-TENSIONED CABLES

Author:

INANAGA Shogo1,ATASEVER Kurtulus2,TERAZAWA Yuki3,CELIK Oguz C.4,TAKEUCHI Toru3

Affiliation:

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

2. Dept. of Arch., Mimar Sinan Fine Arts University

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

4. Dept. of Arch., Istanbul Technical University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference16 articles.

1. 1) JSSI : Buckling-Restrained Braces and Applications, 2017.

2. 2) AIJ : Recommended Provisions for Seismic Damping Systems applied to Steel Structures, 2014.11 (in Japanese) 日本建築学会:鋼構造制振設計指針, 2014.11

3. 3) C. Christopoulos, S. Pampanin and M. J. Nigel Priestley : Performance-based seismic response of framestructures including residual deformations. Part1: single-degree of freedom systems, J. Earthq. Eng., Vol. 7, No. 1, pp. 97-118, 2003.1

4. 4) D. J. Miller, L. A. Fahnestock, M. R. Eatherton : Development and experimental validation of nickel-titanium shape memory alloy self-centering buckling-restrained brace, Eng. Struct., Vol. 40, pp. 288-298, 2012

5. 5) L. Liu, B. Wu, W. Li, J. X. Zhao : Cyclic tests of novel self-centering buckling-restrained brace, J. Southeast Univ., 42(3), 536-541, 2012 (in Chinese)

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. RESPONSE CONTROL OF STEEL STRUCTURES USING BUCKLING-RESTRAINED BRACES WITH POST-TENSIONED CABLES;Journal of Structural and Construction Engineering (Transactions of AIJ);2020

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