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