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Hi, fmk Thank you! The model of soil-pile-bridge includes 4000 beam elements and 13542 solid elements. When np=3, it's ok! But np=4 or more, the Problem is still there. What's more, I have another problem. Before transient analysis, the static analysis of gravity must be done. But using OpenSeesSP, ...

Hi,fmk Thank you for your reply. When I run mpiexec -n 4 OpenSeesSP.exe AllSource.tcl, the error is: special ele: 0 VERTEX ONE: 4 job aborted: rank: node: exit code[: error message] 0: Kim-PC: -1073741819 1: Kim-PC: 123 2: Kim-PC: 123 3: Kim-PC: -1073741819: process 3 exited without calling finalize

Hi,fmk
I use OpenSeesSP to analyse a soil-pile-bridge model. When np=1or2, it's ok. But np=4 or more, job aborted. How to solve this problem? system is Mumps.
Thank you in advance!

Hi,fmk The problem have been solved. I used -genBandArpack (default) as solver of eigen analysis. In fact with the model becoming bigger, genBandArpack was not available. Now I use SuperLU, the computing can be run. Which solver is the best using OpenSeesSP? Sometimes Mumps is not available. Thank y...

Hi, everyone I run a big soil model using OpenSeesSP, getting a error message: terminate called after throwing an instance of 'std::bad_alloc' what(): std::bad_alloc ===================================================================================== = BAD TERMINATION OF ONE OF YOUR APPLICATION PRO...

Hi,everyone! I am analyzing site response problem in OpenSees 2.4.0. Referring to the examples"2D Total Stress Site Response Analysis of a Layered Soil Column"and "3D Site Response Analysis of Sloping Ground", I mode layers soil using nDmaterial and quad or brick element. In the ...