My final year project is about “ THE NUMERICAL SIMULATION OF BRICK MASONRY STRUCTURES” under earthquake loading, and we are supposed to use the ABAQUS software and use the MOHR-COULOMB MODEL for modeling the structures. So my questions are:

1) Which dynamic procedure should I use (modal, explicit dynamic, implicit dynamics)

2) How to find the parameters of mohr-coulomb model form experimental work

OR ANY OTHER IDEA/TIPS

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