Skip to main content

Table 7 Strength degradation coefficient of specimens in control group I

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

H45-1 (n = 0.10)

2.39

1.000

0.983

0.977

H45-2 (n = 0.25)

2.06

1.000

0.970

0.957

3.19

1.000

0.995

0.988

2.75

1.000

0.984

0.969

3.99

1.000

0.984

0.972

3.44

1.000

0.989

4.79

1.000

0.993

    

T45-3 (n = 0.10)

2.19

1.000

0.983

0.975

T45-4 (n = 0.25)

2.14

1.000

0.990

0.985

2.92

1.000

0.985

0.979

2.85

1.000

0.982

0.966

3.65

1.000

0.985

0.980

3.56

1.000

0.973

0.951

4.38

1.000

0.984

0.971

4.27

1.000

0.953

5.12

1.000

0.972