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

Table 19

Seismic peak values for the internal forces at the base.

Station	Case	Base shear force (MN)		Base overturning moment (GN m)
		xz plane	yz plane	xz plane	yz plane
CDAF	No PDAs	42.051	47.731	4.5766	5.2590
	TMD	43.063	44.254	4.6588	4.9498
	C-TSD	43.060	47.654	4.6630	5.3189
	R-TSD	43.088	45.873	4.6473	5.2067
	TWLD	43.263	47.828	4.6798	5.2915
	PTMD	43.232	45.119	4.6726	5.0238
SXVI	No PDAs	13.099	14.283	1.065	1.1675
	TMD	12.818	13.572	1.0681	1.122
	C-TSD	13.148	14.081	1.0747	1.138
	R-TSD	12.988	13.748	1.0612	1.1362
	TWLD	13.266	14.299	1.0816	1.1482
	PTMD	12.827	13.776	1.0733	1.1425
CUMV	No PDAs	9.0401	10.64	0.7935	0.8227
	TMD	8.4385	10.338	0.7298	0.7466
	C-TSD	8.8659	10.06	0.7408	0.7997
	R-TSD	8.622	10.287	0.7308	0.7797
	TWLD	9.0824	10.43	0.7773	0.7994
	PTMD	8.4015	10.495	0.7289	0.7622