What is the influence of (Angle) in the "advance load parameters" ?
I tried to change it many times for a given displacement-time history applied in the support but no effect!
Would you please help me?
Can i apply same displacement time history in the two supports of bridge?
(same history in the other support but starts from time td(delayed time))
Or
do you have other suggestions?
Please help me
Hi, would you please tell me how to define different acceleration time histories at different supports of a bridge model? I have sap2000 vergion 10.
Sap defines only built in ground acceleration,
can i:
1.integrate the accelaration twice to get displacement history
2. assign joint...
