College of Civil Engineering, Tongji University, Shanghai 200092, China
Clc Number:
TU393.3
Fund Project:
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Abstract:
An assembled self-centering buckling-restrained brace (ASC-RBB) was proposed, and its working mechanism and hysteretic behavior were theoretically analyzed. Furthermore, finite element models were established to investigate the hysteretic behavior of ASC-BRB, and to study the influence of key structural parameters on its hysteretic performance. The results show that the theoretically-derived restoring force model can effectively describe the hysteretic characteristics of ASC-BRB, and the theoretical results are in good agreement with the finite element results. After the combined disc springs being fully compressed, the stiffness of ASC-BRB increases significantly, which can prevent the rapid increment of the stratified deformation and reduce the deformation concentration of structures under strong earthquakes. When designing ASC-BRB, the key structural parameters need to be appropriately selected so that the brace can exhibit an appreciable deformation capacity, energy dissipation, and self-centering ability, and effectively reduce the deformation concentration of structures under strong earthquakes.