Seismosoft | Earthquake Engineering Solutions

Hy I am little confused in applying loads. Let suppose there is a node "N1". I have applied 10 mm displacement in "y" direction as an incremental load from the "Applied load" tab on this node. Now in the next step I am defining loading phase, I have selected response co...

Okay Sir. Thankyou so much

Sir, I have tried all the methods shown in this video of convergence difficulties but still my problem is not solved. Is it possible that you could have a look at my model? It is my Masters research work and i am stuck here from last few days and have tried each and every thing.

Hello to you all. I am new here. I am trying to model a link element which can deform in just one direction and in other it is highly stiff. I have test data for the deformable direction of the link which is bi linearly idealized. I have assigned these properties in the F3(+ve) direction. Now in ord...