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.
To take into account the soil-structure interaction in a model bridge modeled with bridge menu in SAP2000 I introduced different values of spring stiffness depending on soil type and I also proposed a model recessed at the base based after an analysis time I noticed the difference between the...
Dear osquro and SinaPeugeot
Your dialogue is very intersting, I am new in Matlab i dont have your experience in the topic their why am asking your help in sort of simular thing because i’ve a restrictive sources, the thing is that i’m working on Sap2000 and i wanna treat theresult with...
