International Journal of Concrete Structures and Materials

Table 4 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
Action	Disp.	Acc	Disp.	Acc	Disp.	Acc
\({0}^{^\circ }\)	3.558	0.209	5.475	0.263	4.653	0.234
\({45}^{^\circ }\)	4.372	0.250	7.232	0.333	6.037	0.291
\({90}^{^\circ }\)	5.525	0.303	8.500	0.379	7.225	0.400

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