Numerical and experimental analysis of combined behavior of shear-type friction damper and non-uniform strip damper for multi-level seismic protection
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文摘

A new hybrid damper comprised of a friction damper and strip damper was proposed.

Combined behavior for multi-level seismic protection functioned as intended.

The behavioral characteristics were distinctly different due to rotational motion.

The out-of-plane performance of strips was found to be the key factor in combined behavior.

The analytical model reliably predicted the actual behavior of the hybrid damper.

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