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Advances in Civil Engineering
/
2019
/
Article
/
Fig 14
/
Research Article
A New Buckling-Restrained Brace with a Variable Cross-Section Core
Figure 14
Mises stress contours of the specimen. (a) Restraining tube (
σ
max
= 95.36 N/mm
2
<
f
y
). (b) Inner core (
σ
max
= 403.5 N/mm
2
>
f
y
).
(a)
(b)
