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Sure.
Thank you

Thank you, Michael, Sorry if it is a bit shortcut question. Can I ask what would be your advice to assess the analysis uncertainty, stability of the model, sensitivity of the parameters for the 2D site analysis for a layered soil column (total stress, PIMY material)? I got this question for my PhD e...

Hi,

Does anyone have an example of reliability and sensitivity analysis for soil Site Response Analysis of a Layered Soil Column?

I am running a 2D analysis but will be more than grateful for any example?

Many thanks,
Anna

Hi, Thanks for the response. The script is quite massive - see below. Too long to put here as it is originally - remove most of the nodes and elements definition. It fails on analyze (motionSteps, motionDT) - line 1109 Many thanks, Anna ########################################################### # #...

Sorry for the late response. It froze to OpenSees.

Hi, I got a segmentation fault (core dumped) on anlyze step when running site response analysis of a soil deposit with a parabolically varying shear wave velocity profile on an elastic half-space in OpenSeesPy. The finite rigidity of the underlying medium is considered through the use of a viscous d...

Hi, I did try to run 2D soil Site Response Analysis of a Layered Soil Column using MUMPS solver in OpenSeesPy. I changed the system parameter to Mumps and it runs smoothly but I didn't notice any difference in execution time, which I would expect (?). Is it anything specific of running MUMPS system ...

Yes, that's what I wanted to do, if possible.

Hello, My computer got completely frozen just before finishing heavy OpenSees job (taking 3 days to run), after waiting over an hour I had to reboot it. The terminal windows are still open and I wonder if there is any command/way I can restart a job without loosing already created data. I can look a...

Hello, My computer got completely frozen just before finishing heavy OpenSees job (taking 3 days to run), after waiting over an hour I had to reboot it. The terminal windows are still open and I wonder if there is any command/way I can restart a job without loosing already created data. I can look a...

Hello, I haven't been used OpenSees for a long time and would appreciate some experienced users advice. I am trying to run Total Stress Analysis of a Layered Soil Column (Total Stress Analysis) - 2D problem. All layers defined as elastic isotropic. I got warning on Dynamic Analysis: After first WARN...

That issue has been solved. The mistake was pretty trivial.
In line
set motiondT [expr $motiondT 2.0] ... the operator "/" was missing, so it should be
set motiondT [expr $motiondT/ 2.0].

Hi, I am trying to run Dynamic 2D Stress Analysis using the script: after defining soil nodes, layers parameters, soil materials (all layers elastic isotropic), quad elements: ----------------------------------------------------------------------------------------------------------------------------...

Hello, I haven't been used OpenSees for a long time and would appreciate some experienced users advice. I am trying to run Total Stress Analysis of a Layered Soil Column (Total Stress Analysis). Currently using a simplest script (freeFieldSingle.tcl) from the website example for verification. It wor...