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Issue with semi rigid analyzing

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ammer

ammer

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dear hakan
i have a project having 4 stories and a concrete vault at the roof,
i tried to do semi analyzing for all frames with the vault and i setted off the seismic analysis,
but after 1 hrs of analysis, i got freeze >>

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Re: issue with semi rigid analyzing !!!

ammer":2t31a07r' Alıntı:
dear hakan
i have a project having 4 stories and a concrete vault at the roof,
i tried to do semi analyzing for all frames with the vault and i setted off the seismic analysis,
but after 1 hrs of analysis, i got freeze >>
Genişletmek için tıkla ...

Hi ammer

Please enclose your project for we can help you...
 
Re: issue with semi rigid analyzing !!!

ok hakan i will upload it and share the link here,thanks for your cooperation :D :D :D :D
 
Re: issue with semi rigid analyzing !!!

dear hakan.....i've enclosed the project file,kindly check out and solve it :D :D :D :D :D :D :D :D
 
Re: issue with semi rigid analyzing !!!

Hi ammer,

Building periods look very high, which is bigger than 1000 seconds in your project. We will inform you when our study on it is finish.
 
Re: issue with semi rigid analyzing !!!

hi hakan,
I'm very pleasure and thanks to your all efforts with me.... :D :D :D :D :D :D
notes"
1- no seismic effect on the structure.
2- vault parts should be analysis with model structure.
contact me if needs at ([email protected])
 
Re: issue with semi rigid analyzing !!!

Hi ammer,

There was some data problems in your project which were effecting rigid diagrams model and causing wrong frame system.

We fixed them by editing following objects.

Basement story:

Ribbed slab S87's starting offset of first beam changed to 0.05 m.
Ribbed slab S92-94 starting offset of first beam changed to 0.10 m.
Beam B177-174-48-184's connection to shear wall was not valid. Connections fixed.
Beam B72 wasn't connecting to column C68 . Connection fixed. (in all stories)

Ground and first story :
Ribbed slab D48 and D49's starting of first beam changed to 0.20 m.
Ribbed slab D57 and D58's starting offset of first beam changed to 0.10 m.
Ribbed slab D87's first beam defined 0.50 metres from Pp02 shearwalls
D55's contour wasn't correct. It's fixed.

Second story:
Ribbed slab D57 and D58's starting offset of first beam changed to 0.10 m.
Raft foundation's finite element width changed to 1 metre for faster analysis.

fixed project link:
Bu linki görmek için izniniz yok. Giriş yap veya üye ol.


Note : Semi rigid diagrams model's analysis surely will take longer than full rigid diagrams model's analysis depend on node's counts.
 
Re: issue with semi rigid analyzing !!!

Dear Mr. hakan and ideyapi staff,
I would like to extend my thanks and gratitude for your efforts to help me to modify the project,,, :D :D :D
And thank all the staff who contributed to this work ..
Thank you and I wish you all success.... :D :D :D
 
Re: issue with semi rigid analyzing !!!

hi hakan
how long the analysis spent?
 
Re: issue with semi rigid analyzing !!!

hi hakan bey;
many thanks to you,in my pc has been spent 6 hrs. :o :o
my laptop speci. are "
core i5
processor 2.5 mhz
ram 8 giga
and please what are your pc speci?? :roll: :roll: :?:
 
Re: issue with semi rigid analyzing !!!

ammer":27hdtkvf' Alıntı:
hi hakan bey;
many thanks to you,in my pc has been spent 6 hrs. :o :o
my laptop speci. are "
core i5
processor 2.5 mhz
ram 8 giga
and please what are your pc speci?? :roll: :roll: :?:
Genişletmek için tıkla ...

You need more ram, at least 16 gb, 24 or 32 is better if you may have and i7 processor for sure
 
Re: issue with semi rigid analyzing !!!

:o :o :o :o :o
i will buy one with a big ram....
one more question dear..
what are the main checks in the IDECAD for vaults?
 
Re: issue with semi rigid analyzing !!!

ammer":95tkvfsf' Alıntı:
:o :o :o :o :o
i will buy one with a big ram....
one more question dear..
what are the main checks in the IDECAD for vaults?
Genişletmek için tıkla ...

There is no checks for vault doing by idecad in program. All checks must be looked by user. idecad gives reinforcement areas only.

One more note: there are 8 dilatations in your project which is not required to analysis all in same project. Because their foundations are already separated, dilatations are not combining at any stories. So dilatations may be defined in different project. This is your another option as well. You may combine drawing if you follow this way.
 
Re: issue with semi rigid analyzing !!!

That's right...
I mean out of IDECAD,by hands calculating ,what are the necessary checks should be taken by TS code?
 
Re: issue with semi rigid analyzing !!!

There is no special control or topic mentioned for vaults in tS 500 code. you may check maximum and minimum percentage, reinforcement interval etc.
 
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