Topic: Dynamic analysis
Hi,
I am simulating an experiment of dynamic load to a concrete slab with punching failure. I have several general questions regarding this topic:
1) Is there any step-by-step guide to create a model in Dynamic module?
2) How to consider strength increase due to high strain rates (refer to fib ModelCode 2010 chapter 7.4.2.3)? Is it supposed to apply dynamic increase factors (DIF) in the material properties in ATENA?