The OpenSees Community

The element SFI_MVLEM_3D works perfectly when: direction of ACC is 1 timeSeries Path 11 -dt $dt -filePath $filePath1 -factor $fac pattern UniformExcitation 100 1 -accel 11 -fact 1 But crashed in the first step when: direction of ACC is 2 timeSeries Path 110 -dt $dt -filePath $filePath2 -factor $fac ...

The problem resolved!
In the 3.5 version instead of "-section", "section" works in the recorder syntax.
Thanks by the way for your reply, Prof. Scott

I use this syntax to record section force of a forceBeamColumn element in the 3.5 version:
recorder Element -file fileName.txt -ele 2032 -section 1 force
but it doesn't work. However the same syntax works perfectly fine when using 3.3 version!!!

when I run the following line import openseespy.opensees as ops I get: Traceback (most recent call last): File ".../....py", line 8, in <module> import openseespy.opensees as ops File "C:\Users\Asus\AppData\Local\Programs\Python\Python310\lib\site-packages\openseespy\opensees\__init__...

How is it possible to run a simulation with a cyclic load protocol working in both (x and y) directions? the x direction loading is displacement based and the y -direction loading is force base protocols! I know how to work with one of each using the opensees integrator, yet don't know how to do so ...

Is the issue solved yet??

I did a dynamic SDOF analysis using the ModIMKPeakOriented material and the results were quite different from what is happening! Bilin material with the same properties gives much more appropriate responses! Is there any bug with this ModIMKPeakOriented in the transient analysis? or it is me that ha...

i'm having the same issue!

I could not comprehend your problem. Is not there any output?

I could resolve the problem by reinstall tcl tk file and making sure that it is installed via adminstrator

what is the output when you input "smpd"?

So, is not it possible to use shellmitc4 via openseesSP?

Hi I am having one intimidating problem. I have installed MPICH2 as all the references said and when I hit : mpiexec -validate it shows "SUCCESS", yet when i want to run the test file "mpiexec -n 4 cpi" it actually takes about to run the file which is weird. but after 1 min it wo...

Is it possible to apply two different Aftershocks to a Main shock induced structure in opensees????
I mean the main shock is applied once and without repeating the main shock analysis, analyze the structure under 2 different aftershocks!

or I just have to repeat the main shock- after shock two times

EricsonEncinaZ wrote:
> It should be strain at the mid-section. If you change "-file" by
> "-xml", you will be able to see headers in the txt files showing
> what each column of the output file is.

thanks,sir