Effects of the unevenness on infilled material surface of the restraining parts on the structural performance of the buckling‐restrained brace using steel mortar planks

Author:

Fujita Masanori1,Awazu Kengo2,Nakamura Makoto1,Iwata Mamoru1

Affiliation:

1. Kanagawa University Department of Architecture and Building Engineering Kanagawa 221-8686 Yokohama Japan

2. DAIKEN SEKKEI, INC. 550-0003 Osaka Japan

Abstract

AbstractThe clearance between the core plate and restraining part of the buckling‐restrained brace using steel mortar planks (BRBSM) considerably affects its failure mode status and hysteretic characteristics. When the clearance is controlled by average, in some cases, the clearance exceeds its average value by local unevenness on infilled material surface. As a continuation of our study on the BRBSM with controlled clearance, effects of the unevenness on the infilled material surface of the restraining parts on the structural performance of the buckling‐restrained brace are examined and the possibility of securing a clearance that allows for the evenness is shown. A cyclic axial loading test is conducted using specimens with the evenness on infilled material surface; the effects on the failure mode, strength increase ratio, compression‐to‐tension strength ratio, and cumulative plastic strain energy ratio of the BRBSM are evaluated. Furthermore, the propagation process of the higher‐order buckling modes and the unevenness on infilled material surface are examined, measuring the strain distribution of the core plate under compressive and tensile loading.

Publisher

Wiley

Reference25 articles.

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2. Yoshida K.; Nishizawa H.; Kishikawa I. (2018)Proper range of clearance for the design of the buckling restrained brace cover. Journal of Structural Engineering 64B pp. 237–241.

3. Mateus S. A. J.; Tagawa H.; Chen X. (2019)Buckling restrained brace using round steel bar cores restrained by inner round steel tubes and outer square steel tubes. Engineering Structures 197 No. 15 p. 109379.

4. Takeuchi T.; Wada A. (2017)Buckling-restrained braces and application. The Japan Society of Seismic Isolation.

5. Lin P. C. et al. (2016)Seismic design and testing of buckling-restrained braces with a thin profile. Earthquake Engineering & Structural Dynamics 45 pp. 339–358.https://doi.org/10.1002/eqe.2660

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