Pile seismic inertial forces for bridges
Pile seismic inertial forces for bridges
(OP)
Good day!
For bridges, should the mass of pile or other foundations below ground surface be considered for response spectra or seismic analysis? Why or why not?
Thanks!
For bridges, should the mass of pile or other foundations below ground surface be considered for response spectra or seismic analysis? Why or why not?
Thanks!






RE: Pile seismic inertial forces for bridges
RE: Pile seismic inertial forces for bridges
Could you recommend a published reference for this so that I can show my senior? Thanks!