How to solve this issue

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How to solve this issue

Mesajgönderen ammer » 11 Şub 2019, 09:37

hello friends
i got this message while analysing an attached model
kindly i want to know how to solve this issue
regards
https://ufile.io/vptjh
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ammer
 
Mesajlar: 314
Kayıt: 11 Eki 2011, 10:32

Re: How to solve this issue?

Mesajgönderen HakanŞahin » 11 Şub 2019, 11:44

ammer yazdı:hello friends
i got this message while analysing an attached model
kindly i want to know how to solve this issue
regards
https://ufile.io/vptjh


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
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HakanŞahin
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Re: How to solve this issue?

Mesajgönderen ammer » 11 Şub 2019, 12:00

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 ?
ammer
 
Mesajlar: 314
Kayıt: 11 Eki 2011, 10:32

Re: How to solve this issue?

Mesajgönderen HakanŞahin » 11 Şub 2019, 12:14

ammer yazdı: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 ?


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.
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HakanŞahin
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Re: How to solve this issue?

Mesajgönderen ammer » 11 Şub 2019, 12:51

many thanks dear hakan you always a best :D :D :D
ammer
 
Mesajlar: 314
Kayıt: 11 Eki 2011, 10:32


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