Seismic Fragility and Life Cycle Cost Analysis of Reinforced Concrete Structures with a Hybrid Damper

Table 9

Mean repair time of the twelve-storey building without and with dampers.

	Mean repair time in days (mean repair time/total replacement time (%))
	Intensity 1	Intensity 2	Intensity 3
Structure without damper	147 (49%)	265 (88.3%)	299 (99.6%)
Structure with the FD	110 (31.4%)	181 (51.7%)	226 (64.5%)
Structure with the XMD	117 (33.4%)	197 (56.2%)	243 (69.4%)
Structure with the hybrid damper	80 (22.7%)	148 (42.2%)	163 (46.5%)