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

Table 4

Geometry and equivalent TMD mass of a single TSD attached at : and.

(s)	Type of TSD	(cm)	(cm)	(cm)	(kg)	(kg)
1	C-TSD	85.44	—	39.28	225.23	52.13
	R-TSD	—	69.82	32.07	156.32	78.52
2	C-TSD	341.76	—	157.13	14414	3336.6
	R-TSD	—	279.26	128.28	10004	5025.4
3	C-TSD	768.97	—	353.54	164190	38006
	R-TSD	—	628.59	289.1	114230	57333
4	C-TSD	1367.1	—	628.52	922530	213540
	R-TSD	—	1117	513.12	640270	321620