Hello everyone,
Hello jonsys,

I'm a student. I need some help!

I have a thesis about Creep of concrete. I researched about it and i found Creep ralated to Viscoelastic. Can you explain me how to implement it?

I have read your comment, and I see my problem as in this discussion, using data you provided:
    We had Shear Modulus from the experiment [Fig.1]. So why do we have to find G (t) in Relative Moduli and Relaxation Time [Fig.2]?
    How does Number of Terms affect analysis (Ex: What is different between 3 terms and 4 terms)? Why do we have to choose 1s, 1e3s and 1e7s without the other number [Fig.3]?

Thanks in regards.