Local buckling restraint condition for core plates in buckling restrained braces

Author:

Takeuchi T.,Hajjar J.F.,Matsui R.,Nishimoto K.,Aiken I.D.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. Watanabe A, Hitomi Y, Saeki E, Wada A, Fujimoto M. Properties of brace encased in buckling-restraining concrete and steel tube. In: Proc., 9th conference on earthquake engineering. vol. IV; 1988. p. 719–24

2. State of the art of buckling-restrained braces in Asia;Qiang;Journal of Constructional Steel Research,2005

3. Clark P, Aiken I, Kasai K, Ko E, Kimura I. Design procedures for buildings incorporating hysteretic damping devices. In: Proc., 69th annual convention. SEAOC; 1999. p. 355–71

4. Black CJ, Makris N, Aiken ID. Component testing and modeling of buckling restrained unbonded braces. In: Proc., STESSA; 2003

5. Component testing, seismic evaluation and characterization of buckling-restrained braces;Black;Journal of the Structural Engineering, ASCE,2004

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