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

Table 20

Along-wind peak values for the internal forces at the base.

Case	Base shear force (MN)		Base overturning moment (GN m)
	xz plane	yz plane	xz plane	yz plane
No PDAs	1.7811	4.600	0.1411	0.4202
TMD	1.6624	4.5055	0.1312	0.4141
C-TSD	1.7091	4.5427	0.1345	0.4187
R-TSD	1.6661	4.5310	0.1311	0.4169
TWLD	1.7177	4.5490	0.1352	0.4195
PTMD	1.6625	4.5012	0.1311	0.4123