Research Article
Study on Optimal Placement and Reasonable Number of Viscoelastic Dampers by Improved Weight Coefficient Method
Table 1
Mechanical properties of the structure.
| Member | Type of section | Material |
| Columns of 1~3 story | H400 × 400 × 30 × 50 | Q345 | Columns of 4~5 story | H400 × 400 × 25 × 40 | Columns of 6~8 story | H400 × 400 × 20 × 35 | Columns of 9~10 story | H400 × 400 × 20 × 32 | Columns of 11~15 story | H400 × 400 × 18 × 28 | Beams of 1~15 story | H500 × 300 × 12 × 25 |
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