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Dear selimgunay

With an if statement ? I didn't have any experience of using, so I learned it.

Thank you very much !

Dear selimgunay

I entered some arguments from the command prompt and it succeeded.
Thank you so much.

I have a question.
Does "?" mean a wildcard in opensees Tcl command ?

When I use a number other than 1, a tag other than FRP column is selected.

Dear selimgunay Thank you reply. I am interested in the following analysis and tried to execute the calculation. https://webthesis.biblio.polito.it/11278/1/tesi.pdf An error will occur in the following places. ｐ70. set el20 [expr [lindex $argv 20] == 1 ? $TFRPColSecTag1: $TColSecTag1]; missing opera...

In pdf converted opensees TCL code,
Was pdf converted in TCL language「?」 What is the TCL sign？

「?」The symbol gives an error when OpenSees run.


set el777 [expr [lindex $argv 1] == 1 ? $T777ColSecTag1: $TColSecTag1];

Dear selimgunay Thanks a lot! I tryed,but failed. I tryed element [beamWithHinges] with section using [rotSect2DModIKModel.tcl]. I got result spring and node + element result. But,When I put load Z-direstion,section i result Y-axial. section 2(i+1) appear Z-Moment and deformation. How can I get sect...

Hello. I succeeded in elastic analysis except the spring. However, when the spring is set, the calculation ends, but the displacement and stress values are not calculated. spring is there; rotSpring2DModIKModel.tcl rotLeaningCol.tcl bilinear rotational spring that follows the Modified Ibarra Krawink...

Dear selimgunay Thanks a lots! I changed script like below and run. ///////////////////////////// system SparseGeneral; numberer RCM # Create the constraint handler, a Plain handler is used as homo constraints constraints Transformation integrator LoadControl 1.0 algorithm Linear analysis Static ///...

Hello. I tryed 2D model to 3D model by reference under sample files. (1)Pushover Analysis of 2-Story Moment Frame https://opensees.berkeley.edu/wiki/index.php/Pushover_Analysis_of_2-Story_Moment_Frame Supporting procedure files rotSpring2DModIKModel.tcl – creates a bilinear rotational spring that fo...

Dear selimgunay

Thanks a lot.

It's my first time to solve 3D-Frame and Fiber section -GJ.

DisplayModel3D DeformedShape is Very effective.

Dear selimgunay

Thank you for reply.

I solved this problem like below.

NodeNumbers dose not work.

#DisplayModel3D NodeNumbers $dAmp $xLoc1 $yLoc1 $xPixels $yPixels
DisplayModel3D DeformedShape $dAmp $xLoc1 $yLoc1 $xPixels $yPixels

Hi I am OpenSees biginer. I try to calculate bellow example. ・OpenSees Example 7. 3D Frame, 3-story 3-bayX 3-bayZ, Reinforced-Concrete Section & Steel W-Section 　　　https://opensees.berkeley.edu/wiki/index.php/OpenSees_Example_7._3D_Frame,_3-story_3-bayX_3-bayZ,_Reinforced-Concrete_Section_%26_Steel_...

Hi I tryed to run instead of "datapoints5.txt". # we need to set up parameters that are particular to the model. #set fl [open "datapoints5.txt" r] #set data [read $fl] #close $fl #set lines [split $data \n] #foreach Dincr $lines { #set IDctrlNode 1018; ## node where displacement is read for displac...

Hi I am biginer of OpenSees. I trying to run below useful timber structure code. "FINITE ELEMENT ANALYSIS OF A CONVENTIONAL WOOD SHEAR WALL USING DETAILED NAIL PARAMETERS AND THERMAL PERFORMANCE OF VARIOUS GREEN FRAMING ARRANGEMENTS" https://rodriguez-groups.weebly.com/uploads/1/0/1/8/101807408/2015...

I am biginer of OpenSees. I try to build OpenSees from source code. I build like bellow, OS：Windows 10 (64 bit) compiler：Microsoft Visual Studio Community 2019 OpenSees source code：download from [Git Hub OpenSees Release Page version 3.1.0.zip] and unzip at D: Tcl/Tk：download from [ActiveState Activ...