Search found 5 matches
- Sun Sep 03, 2017 11:31 pm
- Forum: OpenSees.exe Users
- Topic: Record the stress-strain response of fibers
- Replies: 1
- Views: 2014
Record the stress-strain response of fibers
Hi I want to get all fibers' stress-strain response of a section. Which Recorder command can I use ? So far, I find a command: recorder Element -file ele1sec1Force.out –time -ele 1 section 1 fiber $y $z <$matID> stressStrain But only one fiber can be monitored with this command, it's so hard to moni...
- Mon Aug 28, 2017 8:58 pm
- Forum: OpenSees.exe Users
- Topic: A question about recorder of stiffness
- Replies: 3
- Views: 3247
Re: A question about recorder of stiffness
Thank you for your reply! I have a new problem now, please help me. I draw the section stiffness curve varying with seismic time-history by MATLAB. But the curve is not monotonous , it descends and recovers sharply at some time point. I think there is no wrong with my model. So, I want to know what ...
- Tue Jul 04, 2017 5:11 pm
- Forum: OpenSees.exe Users
- Topic: A question about recorder of stiffness
- Replies: 3
- Views: 3247
A question about recorder of stiffness
hello I want to use the Stiffness Recorder to capture the stiffness of a section and I got the output file in which four values (except time history) are shown in a row. but, I don't know what the four values represent for. In other words, are they the four elements of the stiffness matrices ? pleas...
- Wed May 31, 2017 7:27 am
- Forum: OpenSees.exe Users
- Topic: A problem about ZeroLengthSection Element
- Replies: 3
- Views: 4132
A problem about ZeroLengthSection Element
Dear professor I aimed to build a model to execute a pushover analysis of a cantilever in 2D. I used the ZeroLengthSection element to simulate the effect of reinforcements slipping at the fixed end of the model. Here is my scripts : ############################### wipe file mkdir Data5 model basic -...
- Wed Apr 05, 2017 1:16 am
- Forum: OpenSees.exe Users
- Topic: Pushover analysis of nonlinear beam column element and zero
- Replies: 3
- Views: 3780
Pushover analysis of nonlinear beam column element and zero
I want to set up a single pier model considering the bond slip of longitudinal reinforcement for Pushover analysis.The code is as follows,But I got the following error.Please check it out for me. ################################## wipe file mkdir Data3 model Basic Builder -ndm 2 -ndf 3 source units....