Nonlinear Static Analysis of Bridge
Nonlinear Static Analysis of Bridge
(OP)
Hi, I did a nonlinear static analysis (Pushover) of bridge using Csibridge but I see that the pushover curve still linear (no representatif) so what can I virify?
I use a analysis with Accel as a load case and I define hinge proprety after define it from section designer.
I use a analysis with Accel as a load case and I define hinge proprety after define it from section designer.





RE: Nonlinear Static Analysis of Bridge
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RE: Nonlinear Static Analysis of Bridge
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