Research Article
Seismic Response and Economic Study of New Light Steel-Wood-Plastic Structure in Rural Yunnan, China
Table 6
Direct construction costs for each structure.
| Name | Price ($) | Number (pcs) | Cost ($) | Total initial cost ($) | Increase compared to original structure ($) |
| LRB400 | 237.3 | 16 | 3798.7 | 52359.2 | 4875.0 | LRB500 | 316.4 | 16 | 5065.0 | 53625.4 | 6141.3 | LRB600 | 632.7 | 16 | 10130 | 58690.4 | 11206.3 | Highly damped | 316.4 | 16 | 5065.0 | 52359.2 | 6141.3 | Friction pendulum | 363.8 | 16 | 5824.7 | 55524.8 | 8040.6 | BRB supports | 1075.6 | 4 | 4305.2 | 52865.7 | 5381.5 | Flexible metal steel supports | 870.0 | 4 | 3482.2 | 52042.6 | 4558.5 |
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