Seismic design method for pile foundation
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Seismic Design Method for Pile Foundation. Jiro FUKUI Public works Research Institute, Japan. 2 Level Seismic Load. Ground motion highly probable to occur during service period of bridge (Level ⅠSeismic Load). → Seismic Coefficient Method.

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Seismic Design Method for Pile Foundation

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Seismic design method for pile foundation

Seismic Design Method for Pile Foundation

Jiro FUKUI

Public works Research Institute, Japan


2 level seismic load

2 Level Seismic Load

  • Ground motion highly probable to occur during service period of bridge (Level ⅠSeismic Load)

→Seismic Coefficient Method

  • Ground motion with high intensity , though less probable to occur during service period of bridge (Level Ⅱ Seismic Load)

→Ductility Design Method


Seismic design method for pile foundation

Analytical Model of Pile Foundation


Seismic design method for pile foundation

Analytical Model of Pile Foundation

Seismic Coefficient Method


Seismic design method for pile foundation

Analytical Model of Pile Foundation

Ductility Design Method


Seismic design method for pile foundation

Effects of Group Piles


Seismic design method for pile foundation

Effects of Group Piles


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