How to solve this issue

hello friends
i got this message while analysing an attached model
kindly i want to know how to solve this issue
regards

Re: How to solve this issue?

ammer":uxivfsqd' Alıntı:

hello friends
i got this message while analysing an attached model
kindly i want to know how to solve this issue
regards

Bu linki görmek için izniniz yok. Giriş yap veya üye ol.

Genişletmek için tıkla ...

Hi Ammer,
That message is being gave to you according to Turkish Seismic Code 2007 Article 2.5.1.6(b) and Article 2.5.3.1. if you are applying Turkish Seismic Code 2007 in your country, you need to add more shear walls to solve problem to provide %75 ratio of total shear forces of building shear walls. You can't analysis project with normal ductile unless proviing this ratio. You need to check this ratio for each dilatation in itself .

For normal ductile building (columns and shear walls are normal ductile ):
if totalheightofbuilding >=25 metres
ratioShearsofshearwalls >= totalShearsofshearwalls/totalShearsofproject> = 0.75

Re: How to solve this issue?

hi hakan
many thanks to your brief
one more question
what are the type of the dimension according to the TS code
40x120 mm
column or shear wall ?

Re: How to solve this issue?

ammer":1z7m7i64' Alıntı:

hi hakan
many thanks to your brief
one more question
what are the type of the dimension according to the TS code
40x120 mm
column or shear wall ?

Genişletmek için tıkla ...

If ratio of dimension of column is more than 7, column will be shear wall according to Turkish Seismic Code 2007. (25/175, 30/210, 40 /280 etc. )
Also you will need to use shear wall command to define shear walls.

Re: How to solve this issue?

many thanks dear hakan you always a best