Buckling‐restrained brace using steel mortar planks; performance evaluation as a hysteretic damper

By M. Iwata, M. Murai. 2006

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Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces (2010, methodology): “014 adherence between the steel core and concrete has problems associated with quality control during manufacturing and flexibility at both ends of the BRB [10].”
A novel type of angle steel buckling‐restrained brace: Cyclic behavior and failure mechanism (2011, methodology): “The CPE index represents the cumulative plastic energy enclosed by the hysteretic loops divided by the elastic strain energy before failure [4].”