Seismic Design Method for Pile Foundation

10
Seismic Design Method for Pile Foundation Jiro FUKUI Public works Research Institute, Japan

description

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

Transcript of Seismic Design Method for Pile Foundation

Page 1: Seismic Design Method for Pile Foundation

Seismic Design Method for Pile Foundation

Jiro FUKUI

Public works Research Institute, Japan

Page 2: Seismic Design Method for Pile Foundation

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

Page 3: Seismic Design Method for Pile Foundation

Analytical Model of Pile Foundation

Page 4: Seismic Design Method for Pile Foundation

Analytical Model of Pile FoundationSeismic Coefficient Method

Page 5: Seismic Design Method for Pile Foundation

Ductility Design MethodAnalytical Model of Pile Foundation

Page 6: Seismic Design Method for Pile Foundation
Page 7: Seismic Design Method for Pile Foundation

Effects of Group Piles

Page 8: Seismic Design Method for Pile Foundation

Effects of Group Piles

Page 9: Seismic Design Method for Pile Foundation
Page 10: Seismic Design Method for Pile Foundation