PSI - Issue 28

6

Abdoullah Namdar / Procedia Structural Integrity 28 (2020) 311–322 Author name / Structural Integrity Procedia 00 (2019) 000–000

316

Settlement in Y - direction

Fig. 4. c

20

Settlement according whole seismic loading

15

10

5

0

-5

Settlement (mm)

-10

-15

-20

0

2

4

6

8

10

12

14

Time [s]

Settlement in Y - direction

Fig. 4. d

20

Settlement according peak seismic loading

15

10

5

0

-5

-10 Settlement (mm)

-15

3.0 3.2 3.4 3.6 3.8 4.0 4.2 4.4 4.6 4.8 5.0 5.2 -20

Time [s]

Fig. 4. The settlement in X and Y directions