Test Specimen B2

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After Testing
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B2
A1
A2
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B1

 

 

 

 

 

Summary of response for Specimen B2

Run #

Performance Level

Table Displacement
and Acceleration

Relative Displacement1

Base Shear
and Moment

PGA 2
(g)

PGD3
(in)

Peak 4
(in)

Residual5 (in)

Shear 6 (kip)

Moment7 (kip·in)

Long 8

Lat 9

Long

Lat

Long

Lat

Long

Lat

Long

Lat

Long

Lat

1

Low Level 1
13% Llolleo

0.02

0.05

0.20

0.08

0.15

0.20

0.00

0.00

2.5

3.3

288

355

2

Low Level 2
26% Llolleo

0.07

0.15

0.43

0.20

0.42

0.49

0.01

0.03

6.0

7.9

667

661

3

Yield Level 1
39% Llolleo

0.12

0.19

0.69

0.28

1.32

0.76

0.02

0.03

11.8

9.7

1333

911

4

Yield Level 2
52% Llolleo

0.17

0.21

0.94

0.35

1.73

1.03

0.02

0.17

14.3

11.9

1462

934

5

Design Level 1
130% Llolleo

0.47

0.36

2.32

0.92

2.85

1.81

0.08

0.07

15.7

15.5

1482

1094

6

Maximum Level 1
260% Llolleo

0.90

0.67

4.73

1.83

5.20

2.67

0.18

0.05

25.5

20.3

1649

1166

7

Design Level 2 130% Llolleo

0.43

0.36

2.32

0.90

2.94

1.62

0.16

0.21

19.0

14.2

1332

818

8

Maximum Level 2
260% Llolleo

0.88

0.65

4.65

1.86

5.59

2.66

0.29

0.07

23.7

19.3

1644

1128

9

Maximum Level 3
260% Llolleo

0.87

0.69

4.67

1.83

5.52

2.69

0.39

0.02

24.7

19.7

1609

1081

10

Maximum Level 4
260% Llolleo

0.91

0.67

4.67

1.82

5.45

2.62

0.51

0.03

25.0

18.2

1576

1047

11

Maximum Level 5
260% Llolleo

0.89

0.67

4.69

1.83

5.34

2.61

0.66

0.05

25.0

18.0

1557

1025

12

Maximum Level 6
260% Llolleo

0.90

0.65

4.69

1.83

4.66

2.51

0.80

0.06

25.8

18.1

1392

1008

13

Maximum Level 7
260% Llolleo

0.89

0.66

4.69

1.85

4.80

2.47

0.96

0.18

24.8

18.4

1351

948

 

1. Relative Displacement is the difference between the displacement of the center of mass and the table displacement = Block Disp - Table Disp

2. PGA: Peak Ground (Table) Acceleration

3. PGD: Peak Ground (Table) Displacement

4. Peak Relative Displacement assuming zero residual displacement at the beginning of the run

5. Cumulative Residual Relative Displacement at the end of the run

6. The shear force is estimated as the mass of the block times the acceleration at the center of the block, ignoring damping forces

7. Base moment is estimated using Newton's second law accounting for translational and rotational inertia forces and ignoring damping forces

8. Long: Measurements in the longitudinal direction

9. Lat: Measurements in the lateral direction