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

Table 17

Peak seismic displacement [cm] at z = H.

Plane	Station	No PDAs	TMD	C-TSD	R-TSD	TWLD	PTMD
xz	CDAF	77.72	78.55	78.72	78.69	78.92	78.81
	SXVI	18.14	18.11	18.30	18.08	18.42	18.21
	CUMV	13.44	12.28	12.52	12.35	13.17	12.27
yz	CDAF	101.21	95.29	101.98	100.31	101.51	96.54
	SXVI	23.32	22.56	23.75	23.53	23.66	22.87
	CUMV	15.18	14.07	14.33	14.42	14.58	14.31