Seismic vunerability on elevate water tanks
Seismic vunerability on elevate water tanks
(OP)
I am Civil engineer from Portugal, and I need to study water behavior in elevate water tanks under seismic action.
I am using three dimensional nonlinear static pushover analysis and I have serious doubts how i should model the water. Has anyone can help me ?
I am using three dimensional nonlinear static pushover analysis and I have serious doubts how i should model the water. Has anyone can help me ?






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