Experimental study on slender buckling-restrained knee braces with round steel bar cores

Author:

Munkhunur Togtokhbuyan,Tagawa Hiroshi,Chen Xingchen

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference39 articles.

1. Horikawa K, Sakino Y. Review of damage in welded joints caused by the Kobe earthquake. Transactions of JWRI, 1995, 24(2): 1–10

2. Youssef N F G, Bonowitz D, Gross J L. A Survey of Steel Moment-Resisting Frame Buildings Affected by the 1994 Northridge Earthquake. Report No. NISTIR 5625. 1950

3. Bruneau M, Chia-Ming D, Gross JL, Sabelli R. Ductile Design of Steel Structures. 2nd ed. New York: McGraw-Hill Education, 2011

4. Xu T, Zheng D, Yang C, Deng K. Seismic performance evaluation of damage tolerant steel frame with composite steel-UHPC joint. Journal of Constructional Steel Research, 2018, 148: 457–468

5. Xu T, Zheng D, Yang C, Deng K. Experimental and analytical study of fully prefabricated damage-tolerant beam to column connection for earthquake-resilient frame. Journal of Structural Engineering, 2019, 145(3): 04018264

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1. A critical review on buckling restrained braces;Journal of the Croatian Association of Civil Engineers;2024-01

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