EXPERIMENTAL STUDY ON LENGTHENING BUCKLING-RESTRAINED BRACES USING STEEL MORTAR PLANKS
In recent years, Buckling-Restrained Braces (BRB) used in high-rise buildings have increasingly required high strength brace. Therefore, it is necessary to verify the feasibility of Buckling-Restrained Braces using Steel Mortar Planks (BRBSM) that are capable of handling larger sizes. In this study, we fabricated a full-size BRBSM based on a trial design of the largest size and its corresponding reduced-size test specimen. Structural test on the reduced-size specimen confirmed stable restoring force characteristics and energy absorption performance. Additionally, a fabrication test using the full-size specimen verified its feasibility by meeting the established quality control standards.
Authors
- K. Yamazaki (ORCID: https://orcid.org/0000-0003-1643-8907)
- Masanori Fujita (ORCID: https://orcid.org/0000-0003-1543-3303)
- Makoto Nakamura (ORCID: https://orcid.org/0000-0002-6788-2744)
- Mamoru IWATA
- Mitsunari HIROE
Institutions
- Tamedia (Switzerland) (CH)
- Kanagawa University (JP)
- Building Research Institute (JP)
Publication Details
- Journal
- Journal of Structural Engineering B
- Published
- 2025-01-01
- DOI
- https://doi.org/10.3130/aijjse.71b.0_265
- Primary Topic
- Structural Load-Bearing Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00