An economical structural system which would mitigate undesirable vibrations
due to wind and earthquake loads is being developed. In this proposed syst
em, the inherent hysteretic damping of the knee-brace-frame (KBF) with shea
r yielding knee is tapped to maintain the structural integrity in the event
of a severe earthquake, while the frictional damping (in the form of slott
ed bolted connection, SBC) in the brace of KBF is utilised to dissipate ene
rgy in order to meet the serviceability requirements during severe wind sto
rms or moderate earthquakes. As SBC dissipates energy without causing perma
nent damage, part of the strength required for serviceability design can be
reduced by activating the SBC at an appropriate slip force. This would eco
nomise the material required for serviceability design. (C) 2001 Elsevier S
cience Ltd. All rights reserved.