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Hi, Please point out the problem with the following command for me. wipe; model Basic -ndm 2 -ndf 3 # Define nodes node 1 0.0 0.0 node 2 0.0 0.0 # Fix node 1 fix 1 1 1 1 fix 2 0 1 0 set accMul 2 ;# acceleration multiplier set period 1 ;# Period of applied sinusoidal load set massProportionalDamping ...

Distinguished predecessors,
I need an example of computing PressureDependMultiYield Material and ZeroLengthND elements. A simple example will do, because I am a beginner. I am eager to learn something from this example.
Welcome everyone's reply, I will be grateful!