The OpenSees Community

Hi OpenSees Community. I've built a model which rapresent a wind turbine tower with beneath a shallow conical foundation. The tower is modelled with Timoshenko beams (about 15 elements for 5meters lenght) and the foundation with SSPbrick elements. The software has properly written the equal dof cond...

P.S.: I've discovered that the tcl version is not the problem.

If I'll be able to figure out the issue, I'll tell all the community what I've done!

Warm Regard OpenSees People

Hi OpenSees community! I've created a new build of the OpenSees.exe just few days ago. I've used both VS19 and VS22 just to compare the resulting .exe. Well, the problem is that when I run my new .exe (that works) is much slower than the official one. Infact checking the usage of CPU I can see clear...

Hi OpenSees Community. It's my first post here :mrgreen: I am running the following Gravity analysis with the SANISAND04 costitutive law. The analysis has the following parameters: system BandGeneral numberer RCM constraints Transformation integrator LoadControl 0.25 test NormDispIncr 1e-06 100 0 al...