Search found 62 matches

by neallee
Sat Aug 04, 2018 10:10 pm
Forum: Framework
Topic: How to Checkout Repo
Replies: 11
Views: 5689

Re: How to Checkout Repo

It is still not working.
Maybe it is longer than 1 months.
could anyone check with that ?
by neallee
Sat Jan 05, 2013 5:32 pm
Forum: OpenSees.exe Users
Topic: nDMaterial suitable for concrete block
Replies: 8
Views: 3208

Re: nDMaterial suitable for concrete block

thank you.
btw, good luck for L. Tesser.
:D
by neallee
Tue Dec 25, 2012 9:24 pm
Forum: OpenSees.exe Users
Topic: nDMaterial suitable for concrete block
Replies: 8
Views: 3208

Re: nDMaterial suitable for concrete block

I cannot check/find out the code of this material, vesna, why? Could you please check that?
I just found it is decleared in the classtag.h file.
by neallee
Wed Feb 17, 2010 6:58 pm
Forum: OpenSees.exe Users
Topic: Version 2.2.0 released
Replies: 30
Views: 41381

Thank you, frank.
Can you please share the amd lib file for windows developer, btw?

I found that the AMD number algorithm is not constructed, yet.
When it is loaded, the ops returns

AMD::AMD()

THank you for your time.

Sincerely,

N. Li
by neallee
Thu Dec 31, 2009 11:51 pm
Forum: OpenSees.exe Users
Topic: Happy new year!
Replies: 0
Views: 606

Happy new year!

Best wishes for you all!

Yours sincerely,

Ning.
by neallee
Fri Nov 13, 2009 3:48 am
Forum: Parallel Processing
Topic: Error in running OpenSeesMP on Ranger
Replies: 5
Views: 4395

Users can install tcl8.5 for their own environment on ranger.
You can try it.

best regards,

Ning.
by neallee
Sun Oct 04, 2009 11:47 pm
Forum: Framework
Topic: something different of the eigen command compared with previ
Replies: 3
Views: 2139

sorry , i have made some mistake. Could you please check this script, which i just want to display the periods of structures before and after the gravity load analysis. It gave the warning. [quote] wipe; file mkdir Data; model BasicBuilder -ndm 3 -ndf 6; set LCol 3; # column length set Weight 2.e8; ...
by neallee
Sun Oct 04, 2009 3:59 am
Forum: OpenSees.exe Users
Topic: How can i download the openseesdays2009's materials??
Replies: 3
Views: 1234

How can i download the openseesdays2009's materials??

Could you kindly please tell me, where can i download the latest OpenSees Days' lecture materials?

Thanks very much!

ps: my laptop screen is too small, and the buildingTcl is not show itself very well. I just wonder that what is the screen size did silvia used??

Best regards
by neallee
Mon Sep 28, 2009 5:53 pm
Forum: Framework
Topic: something different of the eigen command compared with previ
Replies: 3
Views: 2139

Sorry,i have made some mistak here. The previous scripts works well. now i past the warning scripts [code] wipe; file mkdir Data; model BasicBuilder -ndm 3 -ndf 6; set LCol 3; # column length set Weight 2.e8; # superstructure weight set PCol $Weight; # nodal dead-load weight per column set g 9.81; #...
by neallee
Sun Sep 27, 2009 1:56 am
Forum: Framework
Topic: something different of the eigen command compared with previ
Replies: 3
Views: 2139

something different of the eigen command compared with previ

something different of the eigen command compared with the previous version. when i sourced some old but worked well tcl script, the eigen command gives warning like this: WARNING StaticAnalysis::eigen() - no EigenSOE has been set this warning promoted after the gravity load analysis procedure. when...
by neallee
Thu Jul 23, 2009 6:34 pm
Forum: Framework
Topic: 3D material condensed into 2D materials ?
Replies: 2
Views: 1388

Thank you very much!
by neallee
Mon Jul 20, 2009 10:45 pm
Forum: Framework
Topic: 3D material condensed into 2D materials ?
Replies: 2
Views: 1388

3D material condensed into 2D materials ?

Could anybody told me that which part of the source code in the ndMaterial packages have the function of condensation the 3D constitutive relationship into 2D constitutive model??

Thanks very much!

Ning
by neallee
Sat Jul 11, 2009 10:59 pm
Forum: OpenSees.exe Users
Topic: How can i make the steel fiber to be failure when its strain
Replies: 3
Views: 1402

thankyou! i have search the forum. min/max command ? Isn't it the tcl inherent command in tcl mathematic lib, or the additional command implemeneted by Opensees? Otherwise, are you meaning the max/min material? i dont think it is a solution for the issue of cut off the strain larger than 1%. By the ...
by neallee
Sat Jul 11, 2009 5:09 pm
Forum: OpenSees.exe Users
Topic: How can i make the steel fiber to be failure when its strain
Replies: 3
Views: 1402

How can i make the steel fiber to be failure when its strain

How can i make the steel fiber to be fail when its strain is larger then 1%?
Steel01 and steel02 both illustrated as there is no material failure .
Since that, the behavior of some steel structure model are not like a real one in the failure nonlinear region.
by neallee
Tue Jul 07, 2009 5:51 pm
Forum: Parallel Processing
Topic: Running OpenSeesSP
Replies: 1
Views: 2564

try
mpiexec -np ....

It should be some configuration problems about the enviromental variables.

check your command console with the command
path

make sure the path includes the mpi bin folder