Shape factor for a non regular triangular building - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: Software (https://forum.civilea.com/forum-65.html) +--- Forum: Software Installation Problems & Bugs (https://forum.civilea.com/forum-106.html) +---- Forum: Archive Problem (https://forum.civilea.com/forum-28.html) +---- Thread: Shape factor for a non regular triangular building (/thread-705.html) |
Shape factor for a non regular triangular building - concreteok - 02-27-2009 Working with a office tower 15 storey triangular in shape. Do not know how to establish wind loading on it. Can any1 advise? RE: Shape factor for a non regular triangular building - robertsas - 02-27-2009 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 RE: Shape factor for a non regular triangular building - concreteok - 02-28-2009 robertsas, so u did tunnel test for the project? how is the procedure going? RE: Shape factor for a non regular triangular building - klsamy77 - 03-15-2009 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. RE: Shape factor for a non regular triangular building - concreteok - 03-16-2009 klsamy77, u use directional method of bs6399? RE: Shape factor for a non regular triangular building - klsamy77 - 03-16-2009 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. Code: *************************************** |