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Thank you very much

I will try what you said.

thanks


Aizen

Thanks Carlos for your help

I will try to check it

Dear Fmk

Several days have passed waiting for a kind reply.

Can you help me please?


I am sorry to bother you but I need of help



thanks

Dear Fmk

I have posted my files as you have requested.

I am sorry for my previous error of sending you the files.

Please, Can you help me?


thanks so much


Aizen

Dear fmk I have sent you the files only due to the lenght of the inputs file. I am sorry If I have given you problems. I post here my model file. The file LibAnalysisDynamicParameters.tcl is the original one. My questions are the same: 1.I have to simulate a top hinge release. Continuous girder is s...

Dear fmk


I have received a email with alink for a private message but it is not possible to read it.

Private messaging has been disabled on this board.

Can you help me?


aizen

Dear fmk


should I post my file here to have an answer?

can you help me?


thanks


Aizen

Dear Fmk I am sorry if I post again my request. Thank you very much for all the help thus far. I just wanted to know if I was wrong to send files via email. Now you can see my files I would want confirmation on: Why does not equalDOF work? Why I can not use a very low stiffness to simulate rotationa...

Dear Fmk

Thank you very much for your help

I have sent my files:

model file

parameter analisys file

ground motion inputs


Cordially


Aizen

Thanks fmk I have used two nodes (1 and 2) with the same coordinates at the top of the column and the command : equalDOF 1 2 1 2 3; to create a 3D hinge (tghe two nodes have to be restrained only to have the same translation). 1) What do you mean? 2) I have to run the same type of analysis used in t...

Dear all I have to simulate an end release (3D hinge at the top of the column ) at one extreme of a element. I have read that the solutions are two: use equalDOF (In my case it does not work; error BandLinLapcksolver::solve()-LAPACK routine returned 52...static analysis...the algoritm failed at iter...

Dear FMK

thank you a lot.

thanks for your kind answers.

I will try to use this element.

is it possible to have a reference of the author of this element (author of the theory and the author of the implementation in opensees) to study carefully the use and the geometrical limits?

thanks

aizen

Can someone help me?

Dear all Can someone help me? I thank FMk for his help but my problem for now it is not the shear deformation that I have to consider later. I am not sure about the type of element implemented in noninearbeamcolumn element and so I have not reference about the limits geometrical in the use of this e...

Dear fmk Thanks for the help. My problem is particular. I have to simulate a concentrated damage at the base of a r.c. column. The damage is concentrated at one section. This section has rebars less resistent than ones of the upper portion of the element (in this section some connections have been p...

Is it possible to remove a patch ( for ex. circular ring )of section fiber using the remove command at the end of a analysis and then continue with another analisys?