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R. Murase, M. Murai, M. Iwata (2007)
EXPERIMENTAL STUDY ON BUCKLING-RESTRAINED BRACES USING STEEL MORTAR PLANKS : Part 4 Effects on core plate width-thickness ratio, restraining force and cross section detailsJournal of Structural and Construction Engineering (transactions of Aij), 72
K. Koyano, M. Fujita, M. Iwata (2018)
Verification of Clearance and Gap for Fabricating the Buckling-Restrained Brace Using Steel Mortar PlanksKey Engineering Materials, 763
R. Iizuka, K. Koyano, M. Midorikawa, M. Iwata (2014)
Study on Buckling-Restrained Braces Having Large Cumulative Plastic Strain Energy RatioJournal of Structural and Construction Engineering (transactions of Aij), 79
(2018)
Proper range of clearance for the design of the buckling restrained brace cover
Cigdem Avci-Karatas, O. Celik, C. Yalçın (2018)
Experimental Investigation of Aluminum Alloy and Steel Core Buckling Restrained Braces (BRBs)International Journal of Steel Structures, 18
K. Atasever, Shogo Inanaga, T. Takeuchi, Yuki Terazawa, O. Celik (2020)
Experimental and numerical studies on buckling restrained braces with posttensioned carbon fiber composite cablesEarthquake Engineering & Structural Dynamics, 49
緑川 光正, 大輔 佐々木, 麻里 哲広 (2010)
Experimental study on buckling-restrained braces using steel mortar planks: effects of the clearance between core plate and restraining member on compressive strength and estimation of the number of buckling mode related to compressive strength, 75
M. Iwata, M. Murai (2006)
Buckling‐restrained brace using steel mortar planks; performance evaluation as a hysteretic damperEarthquake Engineering & Structural Dynamics, 35
(2018)
AIJ Recommendations for Stability Design of Steel Structures
(2017)
Buckling-restrained braces and application. The Japan Society of Seismic Isolation
Midorikawa Mitsumasa, Wakayama Takuya, Ii Ryota, Asari Tetsuhiro, Murai Masatoshi, Iwata Mamoru (2012)
EXPERIMENTAL STUDY ON BUCKLING-RESTRAINED BRACES USING STEEL MORTAR PLANKS-Evaluation of the buckling mode number, compression-to-tension strength ratio and friction force-
F. Sutcu, A. Bal, Kazuhiro Fujishita, R. Matsui, O. Celik, T. Takeuchi (2020)
Experimental and analytical studies of sub-standard RC frames retrofitted with buckling-restrained braces and steel framesBulletin of Earthquake Engineering, 18
(2021)
Fatigue tests of the buckling-restrained brace using lowyield-point steel core plate
(2014)
Recommended Provisions for Seismic Damping System applied to Steel Structures
M. Iwata, M. Midorikawa, K. Koyano (2018)
Buckling‐restrained brace with high structural performanceSteel Construction, 11
K. Koyano, T. Nakagomi, M. Midorikawa, M. Iwata (2017)
FATIGUE PERFORMANCE OF THE BUCKLING-RESTRAINED BRACE USING STEEL MORTAR PLANKSJournal of Structural and Construction Engineering (transactions of Aij), 82
Makoto Nakamura, M. Fujita, M. Iwata (2022)
CLEARANCE ADJUSTMENT CONSTRUCTION FOR CORE PLATE AND RESTRAINING PART OF THE BUCKLING-RESTRAINED BRACE USING STEEL MORTAR PLANKSJournal of Structural and Construction Engineering (Transactions of AIJ)
(2017)
Buckling - restrained braces and application
Jhon Mateus, H. Tagawa, Xingchen Chen (2019)
Buckling-restrained brace using round steel bar cores restrained by inner round steel tubes and outer square steel tubeEngineering Structures
The clearance between the core plate and the restraining part of the buckling‐restrained brace using steel mortar planks (BRBSM) considerably affects the failure mode and hysteretic characteristics of the brace. A clearance adjustment construction is proposed for the BRBSM which can control the clearance through partially pasting clearance adjustment materials and polishing the mortar plank surface. First, the clearance adjustment construction workflow and quality control are demonstrated, and it is verified that the clearance can be assured by fabricating specimens. Further, the effects of the difference in clearance between the core plate and restraining part on the structural performance of the BRBSM in terms of failure behaviour, increase strength ratio, buckling mode and cumulative plastic strain energy ratio are evaluated by conducting a cyclic axial loading test.
Steel Construction: Design and Research – Wiley
Published: Feb 1, 2022
Keywords: buckling‐restrained brace; steel mortar plank; clearance ratio; clearance adjustment construction; performance evaluation; Steel buildings; Experiments; Stahlhochbau; Versuche
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