Development and subassemblage cyclic testing of hybrid buckling-restrained steel braces

Buckling-restrained braced frames (BRBFs) are vulnerable to relatively higher post-earthquake residual drifts under high intensity ground shakings. This is primarily due to the low axial elastic and post-elastic stiffness of buckling-restrained braces (BRBs) satisfying the design force demand requir...

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Bibliographic Details
Published in:Earthquake Engineering and Engineering Vibration 2020-10, Vol.19 (4), p.967-983
Main Authors: Pandikkadavath, Muhamed Safeer, Sahoo, Dipti Ranjan
Format: Article
Language:English
Subjects:
Axial strain
Bracing
Civil Engineering
Control
Cyclic loading
Cyclic loads
Cyclic testing
Deformation
Dynamical Systems
Earth Sciences
Earthquakes
Elastic buckling
Energy dissipation
Energy exchange
Geotechnical Engineering & Applied Earth Sciences
Hybrid systems
Length
Seismic activity
Steel frames
Stiffness
Technical Papers
Vibration
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Summary:Buckling-restrained braced frames (BRBFs) are vulnerable to relatively higher post-earthquake residual drifts under high intensity ground shakings. This is primarily due to the low axial elastic and post-elastic stiffness of buckling-restrained braces (BRBs) satisfying the design force demand requirements. In the present study, a hybrid buckling restrained bracing system consisting of a short yielding core length BRB component and a conventional buckling-type brace component connected in series has been developed with an aim to increase the axial stiffness of braces. This study is focused on the experimental investigation of six hybrid bucking restrained braces (HBRBs) to investigate their overall behavior, load-resisting capacity, strength-adjustment factors and energy dissipation potential. The main parameters varied are the cross-sectional area, the yielding length of core elements as well as the detailing of buckling-restraining system of short yielding core length BRBs. Test results showed that the HBRBs with yielding core length in the range of 30% of work-point to work-point lengths withstood an axial strain of 6% without any instability and can deliver stable and balanced hysteretic response and excellent energy dissipation under reversed cyclic loading conditions.
ISSN:1671-3664
1993-503X
DOI:10.1007/s11803-020-0607-5