Table 3 Point spring parameters

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

Soil type

Direction

KBT (N m−1)

KBN (N m−1)

CBT (N s/m)

CBN (N s/m)

Silt

X–Z

3.43 × 107

6.81 × 107

1.01 × 107

1.86 × 107

X–Y

3.75 × 107

3.75 × 107

1.01 × 107

1.01 × 107

Y–Z

3.75 × 107

7.43 × 107

1.01 × 107

1.86 × 107

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