Wind-Induced Vibration Control of High-Rise Structures Using Compound Damping Cables

Table 2

Additional damping ratio experimental value of high-rise structure.

c (Ns/m)	0	28	72	113	153	195	236
(%)	0.67	0.88	1.13	1.50	1.82	2.03	2.29
(%)	0	0.21	0.47	0.84	1.15	1.36	1.62
(%)	0	0.19	0.48	0.76	1.03	1.31	1.59