Change of support conditions during analysis?

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verybigpotato
Posts: 11
Joined: Wed Mar 30, 2005 2:08 pm

Change of support conditions during analysis?

Post by verybigpotato » Sat Apr 09, 2005 3:49 am

Is there any way to change the support conditions (for example: to remove the rotational restraint of a node) for structure during transient analysis?
Wow, a very very big potato :)!
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lish hit
Posts: 20
Joined: Thu Nov 11, 2004 8:00 pm
Location: HIT

re

Post by lish hit » Mon Apr 11, 2005 4:20 am

use this command in the just time you want: remove sp nodeTag? dofTag?
lish hit
Harbin Institute of Technology
e-mail:leeshhit@163.com
Structural nonlinear dynamic analysis,
structural simulation
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verybigpotato
Posts: 11
Joined: Wed Mar 30, 2005 2:08 pm

Post by verybigpotato » Mon Apr 11, 2005 3:25 pm

Hi, lish, thanks a lot!
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