Skip to main content

Table 4 Details parameter of specimens.

From: Integrating of Nonlinear Shear Models into Fiber Element for Modeling Seismic Behavior of Reinforced Concrete Coupling Beams, Wall Piers, and Overall Coupled Wall Systems

Specimen

Section dimension (mm)

(span × depth × width)

Aspect ratio

Concrete strength

Axial compression ratio

Longitudinal bar

Stirrup

SW1-1

2000 × 1000 × 125

2.0

C30

0.1

6Φ10

Φ6@80

SW1-2

2000 × 1000 × 125

2.0

C30

0.2

6Φ10

Φ6@80

SW1-3

2000 × 1000 × 125

2.0

C30

0.3

6Φ10

Φ6@80

SW2-1

1000 × 1000 × 125

1.0

C40

0.3

6Φ10

Φ6@80

SW2-2

1500 × 1000 × 125

1.5

C40

0.3

6Φ10

Φ6@80

SW2-3

2000 × 1000 × 125

2.0

C40

0.3

6Φ10

Φ6@80

SW3-1

2000 × 1000 × 125

2.0

C30

0.2

6Φ10

Φ6@80

SW3-2

2000 × 1000 × 125

2.0

C40

0.3

6Φ10

Φ6@80

SW4-1

2000 × 1000 × 125

2.0

C40

0.3

6Φ8

Φ6@80

SW4-2

2000 × 1000 × 125

2.0

C40

0.3

6Φ10

Φ6@80

SW5-1

2000 × 1000 × 125

2.0

C40

0.3

6Φ10

Φ6@80

SW5-2

2000 × 1000 × 125

2.0

C40

0.3

6Φ10

Φ6@80

SW6-1

2000 × 1000 × 125

2.0

C40

0.3

6Φ10

Φ4@80

SW6-2

2000 × 1000 × 125

2.0

C40

0.3

6Φ10

Φ6@80