Seismic Response and Economic Study of New Light Steel-Wood-Plastic Structure in Rural Yunnan, China

Table 8

Postearthquake loss of each structure.

Name	Total initial cost ($)	Percentage of loss (%)	Postearthquake damage value ($)
LRB400	237.3	2 .7	1413.4
LRB500	316.4	2.7	1448.3
LRB600	632.7	2.7	1582.8
Highly damped	316.4	2.7	1448.3
Friction pendulum	363.8	2.7	1503.7
BRB supports	1075.6	5.9	3118.1
Flexible metal steel supports	870.0	5.9.	3070.6