Unified Shear-Flexural Model for Vibration Control of Buildings Using Passive Dynamic Absorbers

Table 8

Dynamic properties of a TMD attached at .

Loading case and optimization criteria	Plane		(s)		(kg)	(N/m)	(N s/m)
Harmonic base acceleration for minimum relative displacement amplitude of primary structure	xz	0.0140	3.71	0.0722	237944	680961	58132
	yz	0.0276	3.56	0.1011	303848	946709	108403
Harmonic load for minimum relative acceleration amplitude of primary structure	xz	0.0141	3.68	0.0725	239644	700260	59367
	yz	0.0281	3.49	0.1019	309353	1003833	113613