Seismosoft | Earthquake Engineering Solutions

Hello, Is it possible to model a soil strata (30 m depth) consisting of 6 different soil layers (5 m depth of each) with different properties in SeismoStruct for pile foundation? Is it possible to model layered soil (non uniform) having different properties with varying depth? Kindly help.

I am having convergence issue stating that "Norm of out-of-balance Deformations" at nodal points. What is the possible solution to this? Any answer is highly appreciated.

Can anyone tell me why is the below statement being displayed in the Analysis Log?
"vertical load on the macro-element is tensile at initial step!"

Ruipinho, Thanks a lot for your help. The report you linked helped me a lot to fine the radiation dashpot damping coefficients. The coefficients are really explained in details and all necessary formulae are provided there. You really have a great contribution towards completion of my thesis work. I ...

What is the formula to calculate Maximum Gap depth / soil wedge depth corresponding to the failure mechanism (zw) of PILE FOUNDATIONS MACRO-ELEMENT - SSILINK2?

How to calculate maximum base shear capacities Hmax2 and Hmax3 and maximum base moment capacities Mmax2, Mmax3, Tmax for Shallow footings macro-element - ssilink1?

Can anyone please tell me how to calculate the damping coefficients, C1, C2, C3, C11, C22, C33, CH2M3, CH3M2 of dashpot damping, dashpt.
Thank you in advance.
Best regards.