Increase system rigidity with high relative floor drift

Re: relative floor drift problem Thank you for your answers. Since the system came to me after receiving the architectural approval, I cannot make too many changes. It was also subject to the old earthquake regulations when it got the approval. Since it is the owner's place, I cannot intervene in that situation. I just turned the columns into curtains so that the rigidity will increase and it will meet the hollow floor slab condition in the new regulation.
 
Relative Floor Offset Help Hello. Friends, in the attached project, I am getting the relative floor offset on the 1st floor incorrectly. When you increase the relevant section, it gives the same error in another section. I will be glad if experienced friends can help. Thank you for your help. I wish everyone good work.
 
Re: Relative Floor Offset Help Hello
"mgondem":1yh1dmrh" said:
Friends, in the attached project, I am getting the relative floor offset on the 1st floor. When I increase the relevant section, it gives the same error in another section. Experienced friends are pleased if they can help.
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Make columns S14-S19 35/80. Ünver ÖZCAN
 
"mertkaanari":2g4tc1b5" said:
I made 5-6 project entries in two days, but I got floor drift problem in all of them and I can't fix it, can you help?
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Hello, Soil class ZE type is a very weak ground in the project you added. It is normal for weak soil types such as ZE and ZD to have a relative floor drift problem. You can review the following links about the relative drift problem and its possible solutions.
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Some project notes; -Do not define the column headers as you will not apply them on site. -Your slab live loads have been entered as a very large value such as 0.75 tf/m2. -Stairway arm is connected to the intermediate landing. tir. You can watch the training videos below on the creation of the ladder and the determination of the support conditions. Creating the ladder
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Good work
 
In the steel project I have drawn, it gives a relative floor drift warning in the y direction, how can I analyze it?
 
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