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Time History Analysis-Absolute Joint Displacement Problem

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ingdott

Structural
Nov 3, 2009
17
hello,

I am carrying out a non-linear time history analysis. It is a 3D earthquake motion (the real time history acceleration graphs are used in each direction) starting after 1 second of Ramp function where I apply the dead load. And the analysis is based on Ritz vectors.

The problem is that I obtain excessively high "absolute displacements" in my joints. All the periods, accelerations and (relative) displacement results are reasonable. But I couldn't figure out why I have such big absolute displacements.

I tried to run a very simple frame example, the same thing happens. After a lot of tries and comparisons among different cases, I couldn't find anything wrong with the material, analysis cases, load cases, etc..

I guess the problem is with the time history data, even though it seems correct. I think I do the right scaling. I have a time-acceleration data, where the accelerations are in terms of "g", and in my analysis case, I scale the time history data by multiplying with "g" with the appropriate units.


Anyone has any idea about the problem?

I attached some tables if you want to see. (the units are N and mm)


Thanks
 
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akanyilmaz

what is the natural period of vibration?

respects
ijr
 
Hi IJR,

I have a solid prism of 2000x500x500 mm, with the full restraints at the joints, preassumabely the natural periods are very small, around 0,06 sec.
 
akanyilmaz

how about posting your .sdb file here. Makes checking easier for the rest of us

respects
ijr
 
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