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 (×10^4 N/mm^2)	Test model (×10^4 N/mm^2)	Ratio
1^st∼7^th	3.55	1.21	1/2.93
8^th∼17^th	3.45	1.21	1/2.85
18^th∼27^th	3.35	1.09	1/3.07
28^th∼37^th	3.25	1.09	1/2.98
38^th∼46^th	3.15	0.95	1/3.32
47^th∼top floor	3.00	0.95	1/3.16