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fmk wrote: > nothing wrong with the code .. the warning message will go away with next > version Hi, fmk i creat script for N-Bay & N-story in TCLeditor(opensees).when i run this script for 5 Bay $ 24 Story, my model do'nt be run, but when i select less than 24 story, this model run!!! could you...

salimonafs wrote: > selimgunay wrote: > > Please post it here. > > Hi, selimgunay > thank's for your attention. > you can download my file from this link. > http://www.mediafire.com/file/q2k8s0inn7o5311/salimModel.rar Hi, selimgunay please help me! http://www.mediafire.com/file/q2k8s0inn7o5311/salim...

selimgunay wrote:
> Please post it here.

Hi, selimgunay
please help me!

http://www.mediafire.com/file/q2k8s0inn ... mModel.rar

vesna wrote: > i do not understand you other question. > > truss is an element that can take axial load only. distributed load can be > applied on elements that have some banding capacity (e.g., beam-column > elements). Hi, vesna i creat script for N-Bay & N-story in TCLeditor(opensees).when i r...

selimgunay wrote:
> Please post it here.

Hi, selimgunay
thank's for your attention.
you can download my file from this link.
http://www.mediafire.com/file/q2k8s0inn ... mModel.rar

selimgunay wrote: > You need to try adaptive solutions by changing nonlinear solvers, > integration methods, convergence criteria, etc. Hi, selimgunay i creat script for N-Bay & N-story in TCLeditor(opensees).when i run this script for 5 Bay $ 24 Story, my model do'nt be run, but when i select l...

vesna wrote: > To define orient vector you need to define $x1 $x2 $x3, that are vector > components in global coordinates defining local x-axis (for 45 degrees this > vector is 1 1 0) and $yp1 $yp2 $yp3 vector components in global coordinates > defining vector yp which lies in the local x-y plane fo...

vesna wrote: > To define orient vector you need to define $x1 $x2 $x3, that are vector > components in global coordinates defining local x-axis (for 45 degrees this > vector is 1 1 0) and $yp1 $yp2 $yp3 vector components in global coordinates > defining vector yp which lies in the local x-y plane fo...

vesna wrote: > i do not understand you other question. > > truss is an element that can take axial load only. distributed load can be > applied on elements that have some banding capacity (e.g., beam-column > elements). hi vesna i'm so glad to see your presentation (at http://opensees.berkeley.edu/w...

silvia wrote: > We are collecting some Requirements Data. > Please reply to this post with a list of what you, as an OpenSees > COMMUNITY, require of OpenSees. > > Thank you, > The OpenSees Development Team Dear Silvia what's your idea about this script that writte in attache file? is that corroct? ...

vesna wrote: > i do not understand you other question. > > truss is an element that can take axial load only. distributed load can be > applied on elements that have some banding capacity (e.g., beam-column > elements). Dear vesna what's your idea about this script that writte in attache file? is th...

silvia wrote: > ooo, i need to fix that bug...... ouch! > actually, it's worse, i think i have fixed it in my current version. i draw a pic of eccentrically brace that attache to this text and show how to define element in EBF. I want to read this pic and take your suggest about it? is that crocct? ...

vesna wrote: > I never studied EBFs myself but I know that the middle portion of the beam > (between braces) has predominantly shear deformation. Beam with hinges > element can not capture shear deformation and is not sufficient. You will > probably need to add a shear link (zeroLenght element) to c...

vesna wrote: > i do not understand you other question. > > truss is an element that can take axial load only. distributed load can be > applied on elements that have some banding capacity (e.g., beam-column > elements). thank you for your reply, vesna but now i'm confused. i draw a pic of eccentrica...

vesna wrote: > I will host OpenSees webinar on CBFs at the end of this month and will post > an example at that time. I do not think there is an example on EBF on > OpenSees wiki. tank you for your reply, vesna please answer my other question: excuse me, now my question is can i define truss for lin...