Abstract: An overhead travelling crane for a structure subject to oscillations resulting from earthquake shocks, comprises a bridge having flanged main wheels at opposite ends which are supported on a circular runway rail attached to the structure. Restraint means are provided between each end of the crane bridge and the structure to damp or control horizontal shifting of the crane relative to the structure resulting from horizontal oscillations of the structure to thereby prevent damage to the flanged main wheels and runway rail and crane derailment. The restraint means comprise a pair of shock absorber assemblies, one mounted at each end of the crane bridge, which are in constant resilient engagement with the sides of the structure and prevent a gap or space from occurring which would allow for excessive accelerated movement of the crane bridge.