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

Table 21

Along-wind RMS accelerations at z = H.

RMS	Plane	No PDAs	TMD	C-TSD	R-TSD	TWLD	PTMD
Acceleration (milli-g)	xz	0.6889	0.4761	0.5586	0.5144	0.6165	0.4781
	yz	2.5124	1.2987	1.6417	1.4731	1.9075	1.2861
Reduction (%)	xz	—	30.88	18.92	25.33	10.51	30.59
	yz	—	48.31	34.65	41.37	24.08	48.81