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Sudan wrote:
> No problem for my dll file to run on another computer.
> Did you build on debug version or release version?
> fmk recommend to build on release version to share on another computer.


Thanks, it works!!!

Me again. I found that the other computer missed a msvcr100d.dll. So I copied it from the successful computer to the other one. But I also download the software 360 safety guard to repair 'the msvc**.dll file missing'（文件修复）, which can be found in the manual service(人工服务). So this problem has been so...

I have successfully built a DLL file. But I found another problem. I built the DLL file in my computer and it works in my computer. When I copied the DLL to another computer which is used for large computation, the opensees.exe can't create the material, that is the DLL file could not be used. The o...

I have found the bugs. I didn't add the #ifdef _USRDLL.....

My OS is window 7 and 64 version.

Sudan wrote: > Dear Sir, > > Finally i am able to build it. During the process there was this error > related to bool.h, i removed include of bool.h from the header file > EigenSOE.h and it did work. > Also my pc is x64 bit version so i change the build platform to x64 and > build again and it worke...

I followed the instructions of "Adding your code to Opensees" to build a .dll on a Windows Machine with Visual Studio 2010 Installed. the dll file has been compiled successfully. But it can't be used by Opensees.exe. The screen printed "can not create the material". Has anyone me...

fmk wrote: > why don't you get the element forces from the element directly instead? Thanks for your reply, Frank. I looked for the element recorder for the force. And I found this link http://opensees.berkeley.edu/OpenSees/manuals/usermanual/259.htm. I tried the command "recorder Element -file...

I want to use the 20 node brick element to simulate the pile. How can i deal with the stress of the element to get the shear force? e.g. Can i use the sigmaxz*Area=shear force?

I have tried four types of analysis as followed: 1 constraints Transformation test NormDispIncr 1e-3 50 1 algorithm Newton numberer RCM system SparseGEN integrator Newmark 1.6 1.1025 analysis Transient analyze 109 5 2 constraints Penalty 1e18 1e18 test NormDispIncr 1e-3 50 1 algorithm KrylovNewton n...

timeSeries Path 93 -dt 1 -filePath 93.txt pattern Plain 93 93 { load 93 1 0 0 } I want to add cyclical load to my computational model, and my code is above. The profile 93.txt is like this "0 173.6481747 342.0201377 499.9999923 642.7876006 766.0444336 866.0253949 939.6926137 984.8077489 1000 98...

Frank, thanks for your reply. I have found my mistake. I made a misunderstanding of the tcl command. This error means the -node $nodeList was wrong. I made a mistake of the $nodeList.

My recorder code is as followed: eval "recorder Node -file dynadispx.out -time -nodeRange 1 3718 -dof 1 -dT 0.02 disp" eval "recorder Node -file dynadispz.out -time -nodeRange 1 3718 -dof 3 -dT 0.02 disp" eval "recorder Node -file dynadispxsoil2.out -time -node 197 407 617 8...

I used OpenSeesmp to execute a simulation of earthquake response. I would like to execute 1000 steps, but OpenSeesmp aborted after about 300 steps with the error: "op_read error on parent context: Error = -1 op_read error on left context: Error = -1 unable to read the cmd header on the parent c...