question about eigen value...

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chris
Posts: 12
Joined: Thu Apr 13, 2006 8:16 pm
Location: UCI

question about eigen value...

Post by chris »

Hi...
For the time history analysis of bridge, I tested several cases for the zerolengthelement. so I used the rotSpring2D.tcl.
In two cases, I got a different eigen values...
Is it right? or I have some modeling errors ?

_________________________________

case 1) M-rotation relation : bilinear

set fy 4326.0; # Yield stress
set E 618600.0; # Young's modulus
# tag fy E0 b
uniaxialMaterial Steel01 3 $fy $E 0.006918
.....
rotSpring2D 16 13 19 5



______________________________________

case 2) M-rotation relation : Pinch4

set pEnvelopmoment [list 4326.0 4437.0 .......]
set pEnveloprotation [list 0.006993 0.032673 ........]
......
just used RCyclicPinch.tcl of the example...
for the same E, I set the pEnvelopmoment, pEnveloprotation...
like E=6168600=4326 / 0.006993
|
case1) E
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia »

when did you do the eigenvalue analysis?
you have to do it right away, as it uses the current stiffness values.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
chris
Posts: 12
Joined: Thu Apr 13, 2006 8:16 pm
Location: UCI

thank you...

Post by chris »

Thanks... silvia...
I checked my source. Like your advice, even though I put the "eigen" command before and after the "analyze" command, I just checked the latter one.
Thanks again...
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