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

Table 10

Geometry and dynamic properties of a R-TSD attached at .

Parameter	Seismic load		Along-wind load
	xz plane	yz plane	xz plane	yz plane
	0.0140	0.0276	0.0141	0.0281
(s)	3.70	3.52	3.69	3.51
	0.0448	0.0580	0.0448	0.0581
(m)	8.69	8.68	8.69	8.68
(m)	8.71	8.69	8.67	8.68
(m)	3.14	4.03	3.18	4.10
(kg)	138030	151530	138170	152340
(N/m)	398040	482800	400610	488150
(N s/m)	20998	31356	21086	31691