Search found 8 matches

by ZVaghefi
Wed May 25, 2016 5:49 am
Forum: OpenSees.exe Users
Topic: Load data under "parfor" loop in matlab
Replies: 0
Views: 1986

Load data under "parfor" loop in matlab

Hello everyone, I am using “parfor” (parallel for loop) in matlab to analyze a large number of OpenSees file, simultaneously. This dramatically decreases the time and CPU usage. Unfortunately, I have a problem with loading data under this loop. I can’t use "load" or other commands for read...
by ZVaghefi
Mon May 16, 2016 2:31 am
Forum: OpenSees.exe Users
Topic: Corotational transformation in very strong motions
Replies: 1
Views: 1810

Re: Corotational transformation in very strong motions

Hi everyone,

Any idea on this issue? I appreciate any comment.

Thanks,
Vaghefi
by ZVaghefi
Mon May 16, 2016 2:24 am
Forum: OpenSees.exe Users
Topic: radiation damping in QzSimple1 material
Replies: 8
Views: 6792

Re: radiation damping in QzSimple1 material

Dear Soheil, Thanks a lot for the clear and worth information. Fortunately, the problem was solved. You are right, both horizontal and vertical springs should be used in the model; and so I did. The main and simple point that I understood after try and error was that the amount of “Crad” or “C” as t...
by ZVaghefi
Fri May 13, 2016 2:16 pm
Forum: OpenSees.exe Users
Topic: Corotational transformation in very strong motions
Replies: 1
Views: 1810

Corotational transformation in very strong motions

Hi, The response of a SDOF system under horizontal excitation depends on period and damping of structure. This means that if the height and mass of the structure changes so that period and damping remains constant, the response should be constant. When the system is under seismic record having norma...
by ZVaghefi
Fri May 13, 2016 4:33 am
Forum: OpenSees.exe Users
Topic: radiation damping in QzSimple1 material
Replies: 8
Views: 6792

Re: radiation damping in QzSimple1 material

Hi, Any idea on the problem mentioned in my posts? This is the script of the second case (i.e. using QzSimple & Py materials). In this script, radiation damping (CradSoil) is assumed 0.05. You can try other amounts and see that the responses don't change under horizontal excitation! This is the ...
by ZVaghefi
Thu May 12, 2016 3:48 pm
Forum: OpenSees.exe Users
Topic: radiation damping in QzSimple1 material
Replies: 8
Views: 6792

Re: radiation damping in QzSimple1 material

Thanks indeed for your response. Firstly, I apologize for the long passage. In the first case, when I use elastic materials with parallel vertical dashpots, a rigid tensionless spring (ENT material) is also used in series with each pair of vertical spring–damper to allow foundation uplift. The sway ...
by ZVaghefi
Tue May 10, 2016 1:31 pm
Forum: OpenSees.exe Users
Topic: radiation damping in QzSimple1 material
Replies: 8
Views: 6792

Re: radiation damping in QzSimple1 material

Thanks a lot for your reply. The model is subjected to horizontal seismic excitation. You said that if only horizontal waves hit springs, we should not see any damping. You are right; I changed excitation and saw that responses change with changing Crad. But my problem has not been solved yet. I sho...
by ZVaghefi
Mon May 09, 2016 6:26 pm
Forum: OpenSees.exe Users
Topic: radiation damping in QzSimple1 material
Replies: 8
Views: 6792

radiation damping in QzSimple1 material

Hi, I have built a model of soil-structure allowed to uplift using QzSimple1 material for soil elements. Unexpectedly, changing radiation damping ratio (i.e. Crad) as the input of this material, doesn't affect the responses! Does this mean that QzSimple1 material does'nt consider the radiation dampi...