Buckling-restrained braces (BRBs) are widely used seismic response-controlling members with excellent energy
dissipation capacity without buckling at design deformation. However, the property of all-steel BRBs with cruciform
cross section encased in a square steel tube remains insufficiently studied. In this paper, the properties of this kind of
BRBs, which were used in two office buildings in Beijing, were examined by full-scale test. First, initial design was
done according to the client's requirement. Then, two full-scale specimens were tested under uniaxial quasi-static cyclic
loading. The test results indicate that there should be no welding in yielding portion of the core. Finally, the full-scale
subassemblage test was done with an improved BRB and gusset plates installed in a frame. The result shows that the
brace exhibited high energy dissipation capacity and stable hysteretic characteristic. According to the results from above
tests, some important issues are summarized to provide advices for practical applications.
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