HELP!

A forum dedicated to feature requests and the future direction of OpenSees, i.e. what would you like, what do you need, what should we explore

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QI
Posts: 39
Joined: Sat Aug 05, 2006 4:25 am

Post by QI » Mon Aug 14, 2006 1:25 am

hello,silvia.can you give me a explaination about that why we get a absolute same displacement records of different node of one story when i do as follow to input the ground motion record

set dispSeries1 "Series -dt $dt -filePath $outFile -factor 1"
set dispSeries2 "Series -dt $dt -filePath $outFile -factor 1.5"
pattern MultipleSupport 2 {
groundMotion 1 Plain -disp $dispSeries1
groundMotion 2 Plain -disp $dispSeries2
#the 7th storey(25,26,27,28 are the 7th storey node)
imposedMotion 28 1 1
imposedMotion 27 1 1
imposedMotion 26 1 1
imposedMotion 25 1 1
#the 6the storey (21 22 23 24 )
imposedMotion 24 1 2
imposedMotion 23 1 2
imposedMotion 22 1 2
imposedMotion 21 1 2

and when i adjust the factor of node 21,22,23,25,26,27with zero,the result level displacement of that node are zero too.

silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:

Post by silvia » Wed Aug 16, 2006 5:50 am

because you are controlling the displacements and you are setting them to zero.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104

reva_deidre85
Posts: 1
Joined: Wed Feb 02, 2011 8:15 am

Re: HELP!

Post by reva_deidre85 » Thu Feb 10, 2011 5:29 am

Thanks for the help.
Its really very much helpful for me.
Thanks again!!!

GoBav
Posts: 1
Joined: Sun Apr 24, 2011 4:04 pm

Re:

Post by GoBav » Sun Apr 24, 2011 4:22 pm

silvia wrote:
> look in here, first:
>
> PEER Strong Motion Database
>
> http://peer.berkeley.edu/smcat/index.html


Can you please tell me if the version 2 is the best version to use? the archived version says "Beta" when I open it.
I appreciate your help dz@gobav.com http://gobav.com/ for reply notification, or is it automatic?
Thank You

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