Dear silvia,
is the strategy that imancivil proposed feasible?
Search found 93 matches
- Tue Nov 25, 2008 8:02 pm
- Forum: OpenSees.exe Users
- Topic: Problem about TRUSS element
- Replies: 8
- Views: 2282
- Mon Nov 24, 2008 1:46 am
- Forum: OpenSees.exe Users
- Topic: Problem about TRUSS element
- Replies: 8
- Views: 2282
i found the below address, but it is not for truss element
http://opensees.berkeley.edu/community/ ... &view=next
would you please give me some help?
tnx.
http://opensees.berkeley.edu/community/ ... &view=next
would you please give me some help?
tnx.
- Sun Nov 23, 2008 8:18 pm
- Forum: OpenSees.exe Users
- Topic: Problem about TRUSS element
- Replies: 8
- Views: 2282
- Sun Nov 23, 2008 11:55 am
- Forum: OpenSees.exe Users
- Topic: Problem about TRUSS element
- Replies: 8
- Views: 2282
Problem about TRUSS element
Hello
would you please tell me how i can model a truss element with an imperfection (e.g. 0.01L) on the center of element?
would you please tell me how i can model a truss element with an imperfection (e.g. 0.01L) on the center of element?
- Fri Nov 14, 2008 9:26 pm
- Forum: OpenSees.exe Users
- Topic: Problem
- Replies: 5
- Views: 1524
- Thu Nov 13, 2008 11:01 pm
- Forum: OpenSees.exe Users
- Topic: Problem
- Replies: 5
- Views: 1524
- Thu Nov 13, 2008 12:07 am
- Forum: OpenSees.exe Users
- Topic: Problem
- Replies: 5
- Views: 1524
Problem
Hello when i run my script, opensees.exe goes out. would you please tell me what is the problem? tnx -------------------------------- #Units: N,m wipe model BasicBuilder -ndm 3 -ndf 6 # nodal coordinates: node 1 0 0 6.1 node 2 12.19 0 4.55 node 3 6.095 10.55684967 4.55 node 4 -6.095 10.55684967 4.55...
- Wed Nov 12, 2008 11:39 pm
- Forum: Soil Modelling
- Topic: Elasto-Plastic Material
- Replies: 2
- Views: 2148
Elasto-Plastic Material
Hi all,
in the below command :
nDMaterial Template3Dep $matTag $ElmatTag -YS $ys -PS $ps -EPS $eps
would you please give an example for define of EPState, Numerical example for - $ns $scalar1 ?
There is no example in the Manual.
Thank you in advance.
in the below command :
nDMaterial Template3Dep $matTag $ElmatTag -YS $ys -PS $ps -EPS $eps
would you please give an example for define of EPState, Numerical example for - $ns $scalar1 ?
There is no example in the Manual.
Thank you in advance.
- Mon Aug 25, 2008 9:46 am
- Forum: OpenSees.exe Users
- Topic: axial load in pushover analysis and IDA method
- Replies: 1
- Views: 2295
- Sun Jun 29, 2008 3:28 am
- Forum: OpenSees.exe Users
- Topic: mass source
- Replies: 11
- Views: 9190
- Sat Jun 14, 2008 6:35 am
- Forum: OpenSees.exe Users
- Topic: time history analysis
- Replies: 1
- Views: 1130
time history analysis
Hi,
Is it possible that we use some accelerations contemporaneous, in time history analysis? if so, how?
Thanks.
Is it possible that we use some accelerations contemporaneous, in time history analysis? if so, how?
Thanks.
- Wed May 28, 2008 1:55 am
- Forum: OpenSees.exe Users
- Topic: sign conventional
- Replies: 1
- Views: 929
sign conventional
Hi all
would you please tell me what is the sign conventional of axial force in opensees?
compression force is (+) or (-) ?
Thanks.
would you please tell me what is the sign conventional of axial force in opensees?
compression force is (+) or (-) ?
Thanks.
- Thu May 22, 2008 8:57 pm
- Forum: OpenSees.exe Users
- Topic: IDA
- Replies: 1
- Views: 1305
IDA
Hello i am trying to do IDA, when I increment the scale factor, for some scale factor (PGA>3g) opensees gives the message. Does this message mean that the structure is collapse? WARNING ForceBeamColumn3d::update failed to get compatible element forces and deformations for element: 215(dW: <<1.98e-11...
- Thu May 15, 2008 3:31 am
- Forum: OpenSees.exe Users
- Topic: question
- Replies: 1
- Views: 952
- Mon May 12, 2008 3:15 am
- Forum: OpenSees.exe Users
- Topic: capture degradation
- Replies: 1
- Views: 910
capture degradation
Hi
Wich models are able to capture degradation into OpenSees?
Thanks
Wich models are able to capture degradation into OpenSees?
Thanks