Search found 11 matches

by etm
Fri Dec 27, 2013 1:37 am
Forum: Framework
Topic: add new 3D material
Replies: 1
Views: 2343

Re: add new 3D material

it seems that it's impossible to use my soil behavior code in OpenSees :(
by etm
Sat Dec 14, 2013 2:00 am
Forum: Framework
Topic: add new 3D material
Replies: 1
Views: 2343

add new 3D material

[to fmk and anyone can help]
hi
I developed a new 3Dmaterial for modelling the soil behaviour in C++. But I don’t know how to use it in opensees 2.4.3. can you tell me how can I use this material?

thanks alot
by etm
Mon Aug 05, 2013 6:00 am
Forum: OpenSees.exe Users
Topic: factor of earthquake acceleration in IDA
Replies: 3
Views: 3287

Re: factor of earthquake acceleration in IDA

if the collapse factor is for example $gmf=10 then 10/50=0.2 would be a good value for steps. 50 steps is enough I think.
by etm
Sun Aug 04, 2013 10:25 am
Forum: OpenSees.exe Users
Topic: get rotation of elements
Replies: 4
Views: 3640

Re: get rotation of elements

recorder Node <-file $fileName> <-xml $fileName> <-binary $fileName> <-tcp $inetAddress $port> <-precision $nSD> <-timeSeries $tsTag> <-time> <-dT $deltaT> <-node $node1 $node2 ...> <-nodeRange $startNode $endNode> <-region $regionTag> -dof ($dof1 $dof2 ...) $respType in $dof definition type 3, whic...
by etm
Sun Aug 04, 2013 10:10 am
Forum: OpenSees.exe Users
Topic: get rotation of elements
Replies: 4
Views: 3640

Re: get rotation of elements

try drift control between end nods!
by etm
Sun Aug 04, 2013 10:03 am
Forum: OpenSees.exe Users
Topic: factor of earthquake acceleration in IDA
Replies: 3
Views: 3287

Re: factor of earthquake acceleration in IDA

it depends to your structure and ground motions under study try large numbers first like 10 to 15, see if your structure collapse or not. I don't thing for available records and ordinary frames, larger number would be necessary. but for weak structures an scale factor about 4 can cause side collapse...
by etm
Fri Aug 02, 2013 2:49 pm
Forum: OpenSees.exe Users
Topic: OpenSess V2.4.1
Replies: 3
Views: 3298

Re: OpenSess V2.4.1

that's so kind of you dear fmk
here is the script needed!

uniaxialMaterial Bilin 88 $K $alpha $alpha $My [expr -1.00*$My] 0.5 3.000 5.000 0.9 0.4 0.8 1.00 0.6 $dp $dp $dpc $dpc 0.25 0.25 5.00 5.00 0.1 0.1

element zeroLength 34 1 11 -mat 88 -dir 6

I hope that's enough
by etm
Thu Aug 01, 2013 9:23 am
Forum: OpenSees.exe Users
Topic: OpenSess V2.4.1
Replies: 3
Views: 3298

OpenSess V2.4.1

Hi I've just downloaded OpenSees 2.4.1, but I faced a serious problem! the last version which I work with was 2.3.2.2 and I had been verified and EBF's Link performance using uniaxialMaterial Bilin befor I downloaded version 2.4.0. the interesting part is that the same thing that I wrote now runs co...
by etm
Tue Dec 11, 2012 5:27 am
Forum: Parallel Processing
Topic: Tcl building
Replies: 2
Views: 3992

Re: Tcl building

Thanks alot dear fmk :)
by etm
Thu Dec 06, 2012 11:25 pm
Forum: Parallel Processing
Topic: Tcl building
Replies: 2
Views: 3992

Tcl building

Hi,
is there anyone knowing how can I download BuildingTcl or BuildingTcl veiwer?It seems there's a problem with download link!
thanks alot
by etm
Thu Dec 06, 2012 2:29 am
Forum: OpenSees.exe Users
Topic: Tcl building
Replies: 0
Views: 1378

Tcl building

Does anybody know how can I download "BuildingTcl" and "BuildingTcl veiwer"? It seems there's a problem with download link!