RESPONSE CONTROL OF STEEL STRUCTURES USING BUCKLING-RESTRAINED BRACES WITH POST-TENSIONED CABLES-Reference-Cited by-同舟云学术

RESPONSE CONTROL OF STEEL STRUCTURES USING BUCKLING-RESTRAINED BRACES WITH POST-TENSIONED CABLES

Published:2020 Issue:775 Volume:85 Page:1175-1185
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:

INANAGA Shogo¹,TERAZAWA Yuki¹,ATASEVER Kurtulus²,CELIK Oguz C.³,TAKEUCHI Toru¹

Affiliation:

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

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

3. Dept. of Arch., Istanbul Technical University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/85/775/85_1175/_pdf

Reference18 articles.

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2. 2) BCJ : Technical Standards, Calculation Examples, and Explanations of Seismic Calculation Method Based on Energy Balance, pp. 22, 2005.10　日本建築センター : エネルギーの釣合いに基づく耐震計算法の技術基準解説および計算例とその解説, pp. 22, 2005.10

3. 3) R. Sabelli, S. Mahin and C. Chang : Seismic demands on the steel braced frame buildings with buckling-restrained braces, Eng. Struct., Vol. 25, No. 5, pp. 655-666, 2003.

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)

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