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May 15, 2026 at 2:10 am
muhsinacarr
SubscriberHi everyone,
I’m running a 2D plane-strain site response analysis of a soil basin. To handle the side boundaries, I meshed 1D columns (local periodic boundaries) on the far left and right edges, and connected them to the main basin using dashpots.
During gravity initialization (Dynamic Relaxation), I use a
*BOUNDARY_SPC_SET_BIRTH_DEATHto lock the basin edges horizontally so a gap doesn't form. DR converges perfectly, and the mesh sits completely flush.I am also applying sigma_xx and tau_zx form elout to the inner sides of main model which are on the boundary between far side columns and main domain.
I am still not capturing uniform free field response on the surface.How can I mimic the free field case just like a 1D site response analysis? (I cant want to use *CONSTRAINED_NODE_SET as I will non-flat non-uniform geometry affects in future)
Best,
Muhsin
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