The OpenSees Community

Hi

Can anybody suggest a reference book or paper for understanding the implementation of DisplacementControl Integrator in OpenSees.

Dear Community Members

I am expecting total 576 (48 * 12) output files, but opensees is giving only 509 files. After some search I understood there is a 512 limit on the number of files in windows OS. Is threre any workaround, so that I can get all the recorderes I need.


for {set ele2d 1} {$ele2d <= [expr $nL*$nH]} {incr ele2d } {

recorder Element -ele $ele2d -time -file [concat Outputs/ICSMM_Strain_1_$ele2d[concat _$nL[concat _$nH]].out] material 1 strains
recorder Element -ele $ele2d -time -file [concat Outputs/ICSMM_Strain_2_$ele2d[concat _$nL[concat _$nH]].out] material 2 strains
recorder Element -ele $ele2d -time -file [concat Outputs/ICSMM_Strain_3_$ele2d[concat _$nL[concat _$nH]].out] material 3 strains
recorder Element -ele $ele2d -time -file [concat Outputs/ICSMM_Strain_4_$ele2d[concat _$nL[concat _$nH]].out] material 4 strains

recorder Element -ele $ele2d -time -file [concat Outputs/ICSMM_Stress_1_$ele2d[concat _$nL[concat _$nH]].out] material 1 stresses
recorder Element -ele $ele2d -time -file [concat Outputs/ICSMM_Stress_2_$ele2d[concat _$nL[concat _$nH]].out] material 2 stresses
recorder Element -ele $ele2d -time -file [concat Outputs/ICSMM_Stress_3_$ele2d[concat _$nL[concat _$nH]].out] material 3 stresses
recorder Element -ele $ele2d -time -file [concat Outputs/ICSMM_Stress_4_$ele2d[concat _$nL[concat _$nH]].out] material 4 stresses

recorder Element -ele $ele2d -time -file [concat Outputs/ICSMM_MiscData_1_$ele2d[concat _$nL[concat _$nH]].out] material 1 OutputData
recorder Element -ele $ele2d -time -file [concat Outputs/ICSMM_MiscData_2_$ele2d[concat _$nL[concat _$nH]].out] material 2 OutputData
recorder Element -ele $ele2d -time -file [concat Outputs/ICSMM_MiscData_3_$ele2d[concat _$nL[concat _$nH]].out] material 3 OutputData
recorder Element -ele $ele2d -time -file [concat Outputs/ICSMM_MiscData_4_$ele2d[concat _$nL[concat _$nH]].out] material 4 OutputData

}

Regards

Dear Selimgunay

Thank you very much for the reply,

I am using an older version of the OpenSees source code which require tcl.8.4 version. Is there a way to download older versions of Tcl software. I have seen that activeTcl is providing their older versions in the form of .tar.gz format. But I do not know how to install that in windows. Can you throw some light on this.

Thanks and regards

Dear ttt,

Thank you very much. you can email to "vijaypolimeru@gmail.com"

Regards,

Deat ttt

I am glad you find the tcl84 version. could you please send me the tcl/tck 8.4 version.

Thanks and regards
vijay

Dear davidepellecchia

Thanks for writing to me.

I hope the errors are resolved. It seems your errors are mostly related to missing tcl files. I am using "ActiveTcl8.5.18.0.298892-win32-x86_64-threaded.exe" version of tcl. At present this is not available. You can download it from here (https://www.dropbox.com/s/etrz71to889e8 ... d.exe?dl=0). After installing please add the paths of tcl include and library directories to the opensees project properties in visual studio.

You can download tcl/tk in either one of the following links

https://www.tcl.tk/software/tcltk/download.html

and

https://www.tcl.tk/software/tcltk/download84.html

Dear Community Members

Could anybody please give me an example to analyze a RC cantilever subjected to reversed cyclic displacement loading, using arc length integrator.

I know this problem is easily solvable using displacement control integrator, I just want to know. How can we solve this problem using Arc Length integrator.

Unlike displacement control integrator (integrator DisplacementControl $node $dof $incr), arclength integrator (integrator ArcLength $s $alpha) does not have any option to specify node and corresponding DOF at which the displacement is applied. Then how can we specify the node and corresponding dof at which the displacement is applied?.

Thanks and regards
Vijay

Dear Community Members

Could anybody please give me an example to analyze a RC cantilever subjected to reversed cyclic displacement loading, using arc length integrator.

I know this problem is easily solvable using displacement control integrator, I just want to know. How can we solve this problem using Arc Length integrator.

Unlike displacement control integrator (integrator DisplacementControl $node $dof $incr), arclength integrator (integrator ArcLength $s $alpha) does not have any option to specify node and corresponding DOF at which the displacement is applied. Then how can we specify the node and corresponding dof at which the displacement is applied?.

Thanks and regards
Vijay

Hi PaniCesar

I have not compiled Opensees 3.0.0. Active Tcl/tk 86 is only available in 64bit, 32 bit version is not available as of now. But, you can try with

1. IronTcl (Tcl/tk), 32bit version can be downloaded from the following link (https://www.irontcl.com/).
2. MagicSplat (Tcl/tk), 32bit version can be downloaded from the following link (https://www.magicsplat.com/tcl-installe ... #downloads).

Please let me know, whether these tcl/tk versions worked or not??

Also, if you want to use Opensees 3.0.0, it demands for Python version also, What version of Python are you using? can you provide the links to download the Python files??

Thanks and regards...

In VS 2017,

1. I am not sure why you are getting the that error due to ";" in capplasiticty.cpp, I have corrected the file. No problem, just double click on the error in the error list, it will take you to the location of error, and show you a red color mark, just please correct the syntax it will go away.

2. Second error is very clear "DoddRestropo.lib" file is missed, just download and add that file from any opensees source code.

3. errors in "Winnt.h" and "Processthreadsapi.h" are coming due to the Operating system incompatibility, if you are using Windows 7 or 8.1, please change the sdk version to "8.1" instead of some "10.104.XXX".

Where as in VS 2010, please upload the "Error list" screenshot instead of Output Window screenshot, because error list provides more info than the output window. I will try to see what can be done.

Thanks and regards...

Please post the screenshot of errors list like this (https://drive.google.com/file/d/1y1-DS4 ... DRfwK/view)

Hi Mujtabaamin...

Please follow the below link to download the source code which is compilable in VS 2017, if you face any errors, please post here...

(https://www.dropbox.com/s/55lqp14z276my ... 7.rar?dl=0)

Dear Community Members,

Finally the source is compiled in VS 2017, it seems those errors are coming from some corrupted files in the source code. It seems VS 2010 treated those files (mentioned in the image in Link-1, of the question in opensees forum) as good files, whereas VS 2107 treated them as corrupted ones. What I did is, I downloaded the latest Opensees source code form SVN, and replaced those old ones with the latest ones. Then the compilation was successful. If anybody need the VS 2017 compatible source code please drop your email here. I will send you...

Thanks and regards

Dear Community Members,

I am trying to compile OpenSEES in VS 2017, The source code which I am trying to compile is successfully compiling in VS 2010, but when I am compiling in the newer version VS 2017, I am getting the errors shown in the image linked below (Link - 1).

Link - 1 - (https://drive.google.com/file/d/1y1-DS4 ... sp=sharing)

While going through the previous topics on this, I found that similar errors have been popping up due to lack of Intel FORTRAN Compiler and resolved successfully after installing it (Please follow Link - 2 to see the topic). Hence I installed Intel Parallel Studio XE (Which consists Intel FORTRAN Compiler), but still getting errors. Also, It did not require any Intel FORTRAN Compiler, when I compiled the source code successfully in VS 2010.

Kindly Help to debug the errors, thereby the source code is compiled successfully in VS 2017 (Enterprise Edition).

Link - 2 - (http://opensees.berkeley.edu/community/ ... ib#p106438)


Thanks and regards...