Civil Engineering Association

SHAKING-TABLE TEST OF A FRICTION-DAMPED FRAME STRUCTURE

This paper presents results from an international research project devoted to evaluating the seismic performance
of a three-storey steel frame structure equipped with a friction-damping device (FDD) recently developed at the
Technical University of Denmark. Experimental results indicate that the FDD performed very well in reducing
the lateral storey drifts of the test frame. Numerical simulation of the seismic response of the primary and
friction-damped frame was also conducted. This paper also compares the predictions of the displacement demand
from the test results with those obtained by the capacity spectrum method.

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