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

Table 12

Geometry and dynamic properties of a PTMD attached at .

Parameter	Base acceleration		Force
	xz plane	yz plane	xz plane	yz plane
	0.0140	0.0276	0.0141	0.0281
(s)	3.71	3.56	3.69	3.51
	0.0589	0.0822	0.0591	0.0829
(m)	3.43	3.15	3.38	3.07
(kg)	237940	303850	239640	309350
(N/m)	680960	946710	695390	990120
(N s/m)	47381	88205	48220	91813