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Advances in Civil Engineering
/
2020
/
Article
/
Tab 3
/
Research Article
The Effect of Foundation Flexibility on Probabilistic Seismic Performance of Plan-Asymmetric Buildings with Different Strength Distributions
Table 3
Effective shear modulus ratio (
)
[
27
].
Soil type
Effective peak ground acceleration (g)
0
0.1
0.4
0.8
D
1.0
0.9
0.5
0.1