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Hello,
i'd like to know the recorder error about DispBeamColumnInt as listed above has been resolved?
unfortunately, I also have this problem.
Please help me.
Thank you.

[quote="ionwang"]remove loadPattern $tag[/quote]
Thanks very much

Thanks silvia

Dear All
I want to know At OpenSees, How to model concrete cracks?
Thanks.

Hellow Everybody
I want to konw how to remove the former loadpattern? such that,I have three load pattern in model,but when all load patterns are performed ,i want to remove the second pattern ,and create a new analysis load pattern.
Please help me!
Thank you!

Thanks

Dear silvia now ,I am modeling a bay prestress RC beam using truss element with initial strain to modeling prestress steel.In my model,the prestress steel shape is curve,and i used rigidLink command to couple 6 degree fo freedom between RC beam node and prestress steel node ,accordingly. firstly ,i ...

thanks

[quote="from tongji"]if the two elements are fixed using rigidlink command, the force and moments are the same between the master node and the slave node?[/quote]
you can test it by using a simple example.

Dear silvia I am modeling prestressed beam using additional truss element with initial strain.i also know someone have done it . i tried to find it in forum,but very long i don't find that how to preset initial strain. silvia ,please tell me how to do it.because ,now only you can help me . solving t...

I can give some info about force-base element to you .
Contact me:Emial :cvjchuang@yahoo.cn

Hi silvia i used recorder command to recorder truss element node reaction and globalForce . codes are following : recorder Node -xml Node.out -time -node $nodeID -dof 1 2 reaction recorder Element -xml Node.out -time -ele $eleID globalForce unfortunately ,output recorder file seems not right ;as fol...

Hi all i have a question ,when i see user manual on truss element. it says that "When constructed with a UniaxialMaterial object, the truss element considers strain-rate effects, and is thus suitable for use as a damping element." actually ,i don't clearly what does it mean ? can you give ...

[quote="silvia"]just break the vector down into local coordinates[/quote]
what does it that is break the vector down into local coordinates mean?
silvia.

silvia
now ,i want to know how to set inital strain for truss element?
it seems that there is not have the answers at forum.