Skip to main content

Table 9 Strength degradation coefficient of specimens in control group II.

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

T45-2 (C45)

2.59

1.000

0.984

0.968

T60-1 (C60)

2.74

1.000

0.983

0.977

3.46

1.000

0.987

0.973

3.65

1.000

0.980

0.972

4.32

1.000

0.979

-

4.57

1.000

0.989

-

H45-2 (C45)

2.06

1.000

0.970

0.957

H60-1 (C60)

2.52

1.000

0.973

0.949

2.75

1.000

0.984

0.969

3.36

1.000

0.985

0.981

3.44

1.000

0.989

-

4.20

1.000

1.001

-

T45-4 (C45)

2.14

1.000

0.990

0.985

T60-2 (C60)

2.27

1.000

0.962

0.956

2.85

1.000

0.982

0.966

3.03

1.000

1.002

0.996

3.56

1.000

0.974

0.951

3.79

1.000

0.987

-

4.27

1.000

0.953

-

    

T45-5 (C45)

2.14

1.000

0.987

0.985

T60-3 (C60)

1.70

1.000

0.992

0.991

2.86

1.000

0.994

0.991

2.26

1.000

0.987

0.977

3.57

1.000

0.991

0.982

2.83

1.000

0.988

-

4.29

1.000

0.988

-