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Table 5 Peak relative displacement and peak acceleration.

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

Action

H3

H4

H5

Disp.

Acc

Disp.

Acc

Disp.

Acc

\({15}^{^\circ }\)

3.893

0.237

6.296

0.302

5.351

0.269

\({30}^{^\circ }\)

4.092

0.240

6.576

0.320

5.519

0.280

\({60}^{^\circ }\)

4.781

0.273

7.821

0.349

6.604

0.312

\({75}^{^\circ }\)

5.083

0.279

7.911

0.364

6.647

0.319