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no use？why?
you could revise the code generated from navigator.

how about Joey3D?

the version is 2.2.0 and it shows 2 fatal errors as following: 1>------ Build started: Project: actor, Configuration: Debug Win32 ------ 1>Compiling... 1>Actor.cpp 1>TCP_Socket.cpp 1>c:\os\os\opensees2.2.0\opensees\src\actor\channel\tcp_socket.cpp(888) : warning C4996: 'strcpy': This function or var...

why not use navigator?

[quote="silvia"]there may be load redistributon.
look over the behavior of all your model.[/quote]

Thanks!!! Silvia.

I am trying to compare the os results with those from xtract and find the reason.

I conducted pushover analysis with nonlinear beamcolumn element, consider spread plasticity and displacement control. the curve of base shear vs displacement turns out negative increment after it reachs the peak value,while the moment keeps increased after yielding. Is that correct? the moment shoul...

Thanks a lot!!! Fmk.

I will revise the model and check the model again according to your tips!

I had thought to share all of the code. Well, it seems too big to be coded when I post them.

Best regards,

it's a bridge model with hunderds elatic elements and 2 nonlinear elements.the connection between pier and beam is of big stiffness. and most of the elements are of different stiffness along the pier or beam. 2 fiber section are used for the nonlinear elements. I tried to transfer the model data fro...

axial, Cubic or Cylander?


thanks.

Thanks,Silvia.
I found the displacement-based element! that's what I wanna know.

Yeah, I will contact him on that problem.

Thanks for your help.
is there displacement-based element in OPENSEES? I think I almost know nothing about it. I''ll give it a comparison...maybe I should add a new type of element with varous stiffness along.

so I have to deal with the variable stiffness along the element via average stiffness of the element?

Maybe the only way is to choose a equavilent section in a way.

Thanks for your help!

the section maybe rectangular or octagan.

thanks!

Ken