Table 5 Cumulative mass fraction table of each vibration mode under two models

From: Seismic response of masonry pagodas considering soil-structure-interaction (SSI) effect and CFRP reinforcement

Order

Base-fixed model

SSI model

Direction

X-Component

Z-Component

Y-Rotation

X-Component

Z-Component

Y-Rotation

1

3.29E−01

9.33E−02

1.19E−07

4.63E−02

5.98E−02

9.48E−02

2

4.99E−01

1.10E−01

4.27E−07

1.03E−01

6.82E−02

1.12E−01

3

6.53E−01

1.27E−01

8.28E−07

1.99E−01

9.41E−02

2.70E−01

4

6.68E−01

1.65E−01

5.52E−02

3.18E−01

2.19E−01

4.06E−01

5

7.62E−01

2.02E−01

2.86E−01

3.22E−01

5.59E−01

5.95E−01

6

8.43E−01

6.43E−01

5.03E−01

3.58E−01

6.86E−01

6.55E−01

7

9.25E−01

6.63E−01

6.79E−01

4.16E−01

7.42E−01

6.94E−01

8

9.40E−01

7.13E−01

7.47E−01

7.63E−01

7.77E−01

7.88E−01

9

9.55E−01

7.71E−01

8.61E−01

9.50E−01

8.70E−01

8.81E−01

10

9.83E−01

9.52E−01

9.40E−01

9.50E−01

9.32E−01

9.13E−01

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