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Table 17 Strength degradation coefficient of specimens in control group VI.

From: Experimental Evaluation of Effect Factors on Seismic Performance of Concrete Columns Reinforced with HTRB630 High-Strength Steel Bars

Specimen

Δ/Δy

λ

Specimen

Δ/Δy

λ

Cycle 1

Cycle 2

Cycle 3

Cycle 1

Cycle 2

Cycle 3

T60-4 (HRB400)

3.03

1.000

0.992

0.966

T60-5 (HTRB630)

2.32

1.000

0.974

0.973

4.04

1.000

0.980

0.970

3.10

1.000

1.001

0.983

5.05

1.000

0.997

3.87

1.000

0.994

0.987

    

4.65

1.000

0.957

0.960

    

5.42

1.000

0.985

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