Earthquake rollover control

[sayan erşan]

hello... I couldn't pass the earthquake tipping control, basically I can give ampatments to 2 sides, the other two facades are adjacent.. can you see if there is an error in the model or because of this, thank you very much we transfer link:

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[unver]

Hello My suggestions;

I could not pass the earthquake rollover control, basically I can give ampathes to 2 sides, the other two facades are adjacent.. can you see if there is an error in the model or because of this, thank you very much

You can't pass it because your structure is filled with hollow blocks --Your coordinates are given as templates, (Istanbul) --Check 4.9.1.3.a from the analysis settings and untick the shear overturning moment ...1/3.., --When you make the above corrections, the errors increase. - Solve it as beam-flooring, (If you say you want to make it with hollow block, you may need to add a curtain as in the attached project. Examine it.) -- Give the K4-K5 beam as a single beam so that the console does not come out of the middle of the beam, if the architectural project is suitable, put a column, -- Elevator machine floor and ladder support and add Unver ÖZCAN

 

[Nurullah Yurdigül]

hello, take it easy, while examining a project, I saw that the weight of the tower floor is 0. I added the report attachment. I added the project I made myself. I tried to do it myself but it didn't work. Can I get information on how it's done?

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[Levent Özpak]

hi, it's easy, while I was examining a project, I saw that the weight of the tower floor was 0. I added the report attachment. I also added the project I made. I tried to do it myself, but it didn't work. Can I get information about how it was done?

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Hello, attach the project file with zero G value on the tower floor, let's examine it. The zero G value on the tower floor may be due to the incorrect formation of rigid diaphragms. Good work

 

[Nurullah Yurdigül]

Unfortunately, I cannot add the project. I could not get permission from the project owner. So, can I get information about how fx and fy values are zero?

 

[Levent Özpak]

I can't add the project unfortunately. I couldn't get permission from the project owner. Can I get information about how fx and fy values are set to zero?

Floor horizontal forces and building weight are calculated automatically. As the floor G value is zero, it indicates an incorrect situation. If you send the project file where the G value is zero, we can examine it.

 

[3428]

Good day, I have reviewed the report in my project. I saw that the fx and fy values are zero on the tower floor, and the weight of the tower floor (G value) is also taken into account as zero. What could be the reason for this? Can you help me fix this problem in the project? Thank you. The project is attached.

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[Levent Özpak]

Good afternoon, I reviewed the report in my project. I saw that the fx and fy values were zero on the tower floor, and the weight of the tower floor (G value) was taken into account as zero. What could be the reason? Thank you. The project is attached

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There are slabs on the top. Check the "Creating a rigid diaphragm" option from the properties of the D06 and D07 slabs at -225 cm. Level and analyze. The floor weight and horizontal forces will appear on the relevant floor. Good work