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selimgunay wrote: > Are you modeling your piers with fixed supports or simply supported at the > bottom? Dear selimgunay: Thanks for your reply ! I was modeling with fixed supports.... I somehow solved the problem by using only 2 nodes (1 element) for the pier(dispBeamColumn), initially there are 3 ...

Hi guys, I am encountered with a problem. I am modeling a 3-span bridge and tried to applied lateral loads & ground motion. The thing is that the X-direction(along the longitudinal length) loading is fine for both lateral & ground motion. But when it comes to the Y-direction loading, Transie...