Shape factor for a non regular triangular building

concreteok · 02-27-2009, 02:59 AM

Working with a office tower 15 storey triangular in shape. Do not know how to establish wind loading on it. Can any1 advise?

robertsas

I have same problem like this last year, I think any software cannot calculate it, must to test on wind tunnel test for correctly wind impact on building..

Regards,
robertsasmita

concreteok · 02-28-2009, 03:55 AM

robertsas,

so u did tunnel test for the project? how is the procedure going?

klsamy77 · 03-15-2009, 08:19 PM

Dear All:
I do experience with one irregular shape building before. The shape of the building is something like Burj Dubai (three wings). What i did is by assinging the axis of wind at every 10 degree interval. Eventually, i have 36 wind direction.
Then, design all the vertical element for the worst case.
Pls correct me if i am wrong.

concreteok · 03-16-2009, 02:17 AM

klsamy77,

u use directional method of bs6399?

klsamy77

Yes, i am using directional method.
Go to following link to get the Wind Tunnel Report that i uploaded. So, u can have some idea what is it all about.

***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************