Shaking Table Model Test and Seismic Performance Analysis of a High-Rise RC Shear Wall Structure
Table 4
Elastic modulus of materials.
Floor
Prototype building (×104 N/mm2)
Test model (×104 N/mm2)
Ratio
1st∼7th
3.55
1.21
1/2.93
8th∼17th
3.45
1.21
1/2.85
18th∼27th
3.35
1.09
1/3.07
28th∼37th
3.25
1.09
1/2.98
38th∼46th
3.15
0.95
1/3.32
47th∼top floor
3.00
0.95
1/3.16
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