Search found 24 matches

by omidgahremani
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

how to access latest commands and revisions of opensees

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.
by omidgahremani
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.
by omidgahremani
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...
by omidgahremani
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?
by omidgahremani
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...
by omidgahremani
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...
by omidgahremani
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.
by omidgahremani
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 ?
by omidgahremani
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 .