I want to simulate the seismic load analysis by abaqus and I have some question about the amplitude. If anybody have an experibce about this issue send a message to me , please.
Hi, I have done some seismic analysis on water tanks in Abaqus. However, the input load is static and it is far from being a dynamic analysis. What is exactly the question?
There are many ways to simulate seismic load in abaqus such as non-linear static loading, dynamic explicit loading etc., which mainly depends on your objectives and desired results. Can you elaborate your question?