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摘要:
Eight full-scale BRB specimens (4 types, with 2 specimens for each) were designed, manufactured and tested. All of them have quasi-cross section and were milled with in the working section. Cyclic static tests were conducted in a self-balanced testing system. The seismic properties, such as force-deformation hysteretic loops, asymmetric properties of compression to tension load-bearing ratio, accumulative plastic deformation, effective stiffness degradation, etc, are studied. It is validated that the kind of BRB has a reliable performance with high energy dissipation property, a reasonable constitution, and good seismic stability, and can meet the design requirement of seismic-reduction for building structures.
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来源 :
China Civil Engineering Journal
ISSN: 1000-131X
年份: 2010
期: SUPPL. 2
卷: 43
页码: 164-169
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