how can we access the latest changes and revisions of the command manual of the opensees such as :
new commands ,recently added materials and ....?
the latest manual that I have is year 2007.
I appreciate your attention and kind help.
Search found 24 matches
- Fri Apr 10, 2015 11:50 am
- Forum: OpenSees.exe Users
- Topic: how to access latest commands and revisions of opensees
- Replies: 2
- Views: 2817
- Fri Apr 10, 2015 11:32 am
- Forum: OpenSees.exe Users
- Topic: how to model a specific plastic hing
- Replies: 5
- Views: 5225
Re: how to model a specific plastic hing
thanks a lot.
- Thu Apr 09, 2015 2:16 pm
- Forum: OpenSees.exe Users
- Topic: how to model a specific plastic hing
- Replies: 5
- Views: 5225
how to model a specific plastic hing
I have the moment rotation relationship of my steel structure's plastic hing ,including yield moment ,yield rotation ,ultimate moment and ultimate rotation and a third linear part that moment drops to zero after that. the problem is ,I don't know with which command I can implement this hinge in my s...
- Fri Dec 26, 2014 11:03 pm
- Forum: OpenSees.exe Users
- Topic: Question about modeling SDOF structures having its T,Sa &...
- Replies: 7
- Views: 6931
Re: Question about modeling SDOF structures having its T,Sa
Dear fmk
I considered your answer carefully. I will assume a mass for this model and hence the stiffness can be calculated for it.
the question is can I use the yield acceleration as yield point in spring model with some ElasticPP material that you mentioned before?
I considered your answer carefully. I will assume a mass for this model and hence the stiffness can be calculated for it.
the question is can I use the yield acceleration as yield point in spring model with some ElasticPP material that you mentioned before?
- Fri Dec 26, 2014 10:43 pm
- Forum: OpenSees.exe Users
- Topic: rotational plastic hing with arbitary moment-rotation curve
- Replies: 0
- Views: 959
rotational plastic hing with arbitary moment-rotation curve
Dear all, I have the moment rotation relationship for the plastic hinges of beam's and column's of my STEEL structure that consists of a bilinear area including yield moment and rotation and ultimate moment and rotation that continuous by a third line having negative slop until the moment reaches ze...
- Sun Dec 14, 2014 8:35 am
- Forum: OpenSees.exe Users
- Topic: computing the ultimate rotation of a steel member
- Replies: 1
- Views: 602
computing the ultimate rotation of a steel member
I am trying to calculate the ultimate rotation capacity of a few steel beams and columns with opensees and also calculate the moment-rotation relationship of plastic hinges in this member's. similar procedures is done via abaqus or other finite element software's , and I am willing to know how can I...
- Sat Dec 13, 2014 2:08 am
- Forum: OpenSees.exe Users
- Topic: BuildingTcl 1.9 Has been released!!!
- Replies: 101
- Views: 848781
problem running MyBuildingTclViewer.bat on win8 x64
Dear Dr.silvia
I installed building tcl on win8 64 bit and then I clicked MyBuildingTclViewer.bat but nothing happened and I had to source it every time I need to use.
I have tested it on win7 x64 and it work's properly.
I installed building tcl on win8 64 bit and then I clicked MyBuildingTclViewer.bat but nothing happened and I had to source it every time I need to use.
I have tested it on win7 x64 and it work's properly.
- Fri Dec 12, 2014 11:32 pm
- Forum: OpenSees.exe Users
- Topic: Question about modeling SDOF structures having its T,Sa &...
- Replies: 7
- Views: 6931
Re: Question about modeling SDOF structures having its T,Sa
thank you for your help.
I'm using this model for doing IDA analysis, Does it help in this process ?
I'm using this model for doing IDA analysis, Does it help in this process ?
- Fri Dec 12, 2014 12:34 pm
- Forum: OpenSees.exe Users
- Topic: Question about modeling SDOF structures having its T,Sa &...
- Replies: 7
- Views: 6931
Question about modeling SDOF structures having its T,Sa &...
How could I model a single degree of freedom structure with only having it's Period, yield acceleration and ductility in opensees.
notice I don't have any section's or node's or element, and all I have is the previously mentioned characteristic's .
P.S : my model's are 2D .
notice I don't have any section's or node's or element, and all I have is the previously mentioned characteristic's .
P.S : my model's are 2D .