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

Table 5

Numerical example of the maximum mass parameters of a TWLD: ,  = 200000 kg/m, and .

(s)	(s)						(kg)
			TLCD action	TSD action	TLCD action	TSD action	TLCD action	TSD action
4	4	0	0.015	0.01	0.0049	0.0064	138000	88297
			—	—	—	—	—	—
6	6	0	0.04	0.035	0.0016	0.021	552000	326310
			0.015	0.01	0.0022	0.0064	414000	265410
8	8	0	0.035	0.03	0.022	0.020	644000	431030
			0.015	0.01	0.0018	0.0064	552000	353190