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

Table 9

Geometry and dynamic properties of a C-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)	3.69	3.51	3.68	3.49
	0.0323	0.0420	0.0324	0.0421
(m)	5	5	5	5
(m)	3.02	3.862	3.05	3.94
(kg)	71968	79600	72258	80125
(N/m)	208960	255630	210650	259010
(N s/m)	7930.3	11978	7993.8	12133