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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. - PowerPoint PPT Presentation
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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)
• Ground motion with high intensity , though less probable to occur during service period of bridge (Level Ⅱ Seismic Load)
→ Seismic Coefficient Method
→ Ductility Design Method
Analytical Model of Pile Foundation
Analytical Model of Pile FoundationSeismic Coefficient Method
Ductility Design MethodAnalytical Model of Pile Foundation
Effects of Group Piles
Effects of Group Piles