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Table 2 Present study's test variables.

From: Dynamic Response Analysis of Coastal Piled Bridge Pier Subjected to Current, Wave and Earthquake Actions with Different Structure Orientations

Water depth (m)

Current speed (m/sec)

Wave properties (m, m, sec)

Earthquake amplitude (\({\varvec{g}}\))

Structure Orientation (\({\varvec{\theta}}\))

H1

0.60

C

0.10

W

0.02, 0.1, 2

E

0.10 g

\(\theta 1\)

\({0}^{^\circ }\)

H2

0.675

      

\(\theta 2\)

\({45}^{^\circ }\)

H3

0.75

      

\(\theta 3\)

\({90}^{^\circ }\)