Dear Sir
Can you help me to improve the performance of my computer(the speed), where I am doing dynamic analysis for concrete tower using (200 mode) , the finite element size(1.00m) on the version (ARSApro2013), whereas the program takes more than (60 hours) until I can get the analysis results.
Knowing that my compture(hp Z800 workstation) specifications as attached.Although , I've developed it from (6 GB RAM) to (48 GB RAM) and don’t note any improvement in performance (increased speed).And the graphics card specifications as following :
GV-R795WF3-3GD
AMD Radeon HD 7950/PCI-E 3.0
3072 MB GDDR5/384 bit
Could you guide me how to increase the efficiency of the computer (increase speed) or what way I can get the results of the analysis faster than (60 hours)?
Thanks
Refaat
If possible please attach screen shot with your Modal analysis settings.
Maybe you use different method or ...
Dear Rafal
Attached is the screen shot with modal analysis parameters
Thanks alot
Refaat
Dear Rafal
I am still working on the same model . But I couldn't able to get participation (90%) when I used the fixed supports under columns & walls instead of the raft foundation with springs.
Pls, Could you help me to get (90%) ? , attached is my model with fixed supports .
http://www.2shared.com/file/l-2ZjR1X/Strucutral_meshed1_fixed_suppo.html
Thanks a lot
Refaat
1. Selweigtht as mass for modal analysis duplicated in your model (1: from modal analysis settings, 2: load to mass conversion)
2. Results for such settings:
Dear Rafal
Pls , Could you resend both of the screen shot , because they don't appear on my computer.
Thanks a lot
Refaat
Dear Rafal
I am very sorry , pls resend the last capture as attached
Thanks
Refaat
Dear Rafal
I really appreciate you effort and thank you very much
Refaat
Dear Rafal
In the attached model , I have noted that some simple cases aren't included in the (Automatic Combination"ACI318-2002 ) such as case number (1 , 2 ,3....etc) and some of them are repeated , also there are some combination cases such as (1.20DL+1.60 LL) aren't included in combination case .
Please see the attached capture .
http://www.2shared.com/file/X9or4OSn/Strucutral_meshed1-Disrgard_de.html
Kindly , Could you help me to get all combination cases according to ACI318-02?
Thanks a lot
Refaat
In the attached model , I have noted that some simple cases aren't included in the (Automatic Combination"ACI318-2002 ) such as case number (1 , 2 ,3....etc) and some of them are repeated , also there are some combination cases such as (1.20DL+1.60 LL) aren't included in combination case .
Thanks for reporting.
Just component definition (name=display is wrong - internally everything is OK).
COnvert code combinations onto manual ones to see that everything is OK for calculations.
Example:
Printout, printout preview from this table contains correct definitions.
Dear Rafal
I am very apologize .
Please , send me the capture in your last post as attached .
Thanks
Refaat
Dear Rafal
In the attached file, I have calculated the required reinforcement for RC-Wall using (ACI318-08M), for first run without using the Amin , I found out that in the vertical reinforcement, the required steel area is less than the minimum ,after that I used in the second run Amin for finite elements, their steel area is less than minimum and greater than zero but I have noted that ROBOT used twice the steel area minimum for some finite elements .
Pls , could you verify this point ?
Note : Kindly , if there is any capture . please send it as attached
http://www.2shared.com/file/MRrHPDWz/Strucutral_meshed1-Disrgard_de.html
Thanks a lot
Refaat
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