In the practical design of steel frames, the serviceability vibration
and deflection checks are required to ensure a structure fits its uses
, Previous studies on flexibly jointed steel frames are mostly concent
rated on their ultimate capacities and static behaviour, whilst the in
fluence of joint flexibility on the serviceability behaviour of the st
ructure has not yet been investigated in detail, This paper addresses
the study of the vibration and deflection characteristics of fexibly j
ointed steel frames using the stiffness of two connections measured in
the laboratory. The frequency of the structure is useful in studying
its resonance response against disturbing loads, It is further demonst
rated in this paper that the stiffness of a particular joint type can
be easily measured in the laboratory and input into a computer program
for structural analysis and design of the frame. (C) 1997 Elsevier Sc
ience Ltd.