a question about column

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zhangchuanchao
Posts: 29
Joined: Wed Oct 15, 2008 2:01 am
Location: china

a question about column

Post by zhangchuanchao »

Hi all
If I want to let the lateral load at the middle of the column ,how can I deal with ?
Whether could I do like this : define the column with three node ,the node 2 in the middle of the column ,define the column into two elements element 1 2 and element 2 3 Is this OK?
Thank you very much
silvia
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Post by silvia »

you can apply the load via the eleLoad command, in the load pattern.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
zhangchuanchao
Posts: 29
Joined: Wed Oct 15, 2008 2:01 am
Location: china

Post by zhangchuanchao »

I could not clear about that command
Thanks
pattern Plain 200 Linear {; # define load pattern -- generalized
eleLoad -ele 1 -type -beamPoint $Hload [expr $LCol/2]
}

But I can not find out the mistake,could you help me?/Thank you very much
zhangchuanchao
Posts: 29
Joined: Wed Oct 15, 2008 2:01 am
Location: china

Post by zhangchuanchao »

I want to use the displacement control ,where the lateral load at the middle of the column ,that no node at the middle of the column. how can I due with it ?
silvia
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Joined: Tue Jan 11, 2005 7:44 am
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Post by silvia »

if you want to monitor the displacement there then yes, just put a node there and two elements.
also, if you have [expr $something/2] you might get zero since 2 is an integer, do: [expr $something/2.]
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
zhangchuanchao
Posts: 29
Joined: Wed Oct 15, 2008 2:01 am
Location: china

Post by zhangchuanchao »

Thank you very much ,please tell me that whether opensees could define the two element into two columns ? the two elements should be two parts of one column ,do you think so?
silvia
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Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
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Post by silvia »

depends on what you are trying to model.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
zhangchuanchao
Posts: 29
Joined: Wed Oct 15, 2008 2:01 am
Location: china

Post by zhangchuanchao »

I want to model a column which are fixed at both ends , and a lateral load at the middle of the column ,then I use the Displacement control where the lateral load at . I have to do a displace-controlled cyclic analysis.
Thank you very much .
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

just use two elements.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
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