No flexible joints or joints

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enesss

New Member
HELLO.. THE WALLS TO BE BUILT ARE NOT FULLY ADDITIONAL TO THE BEAMINGS, THERE IS FOAM BETWEEN THE BEAM AND THE WALL WE WHICH OPTION TO USE HERE. THE MUNICIPALITY MARKS THE "FLEXIBLE JOINT..." OPTION IN ALL CONDITIONS, WHICH OPTION IS CORRECT TO MARK ACCORDING TO OUR MANUFACTURING. THANKS.
 
Re: NO FLEXIBLE JOINT OR CONNECTION If you are putting foam between the column wall, you can choose the 2nd option, but since the applications generally made are completely adjacent, the municipality was asked to mark the 1st option (no flexible joint, completely adjacent). In order to stay on the safer side in terms of account, it would be better if you actually calculate with the 1st option.
 
Re: NO FLEXIBLE JOINT OR CONNECTION We tick the option No flexible joints or connections, but in the city I live in (Erzincan), we enlarge the column sections to get rid of the relative floor drift, so we solve the column sections, so the column sections are large and the job becomes inextricable .
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In this link, "Flexible joint.. It is said that it is not correct to make a solution by choosing the item ''. How exactly should it be, Idecad officials would be grateful if you could clarify this issue.
 
Re: NO FLEXIBLE JOINT OR CONNECTION
"enesss":122jvija" said:
We tick the option No flexible joints or connections, but in my city (Erzincan) we solve the column sections by enlarging them to avoid the relative storey drift. it gets big and it becomes a dead end
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This In the link, it is said that it is not correct to choose the item "Flexible joint.." according to DD2. Exactly how it should be done, Idecad officials would be glad if you could clarify this issue, thank you.
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Hello, -In the application to be made, the infill walls are completely adjacent to the frame elements and if there is no joint or connection in between, it is appropriate to analyze according to the "No flexible joint and connection, completely adjacent" option in the Analysis Settings, as stated in TBDY 2018 article 4.9.1.3.a) -There is a flexible joint between infill walls and frame members and do If the lgu wall elements are independent of the frame; the second option can be selected. An example of flexible joint application is given in Annex 4C. Good work
 
Re: NO FLEXIBLE JOINT OR CONNECTION thank you for your answers. Well, I don't quite understand what you mean here.
 
Hello, I would like to raise an issue that is misunderstood here. In the Turkish Building Earthquake Code, which entered into force in 2018, a flexible joint connection detail was proposed in order to prevent damage to the infill walls. It is stated that this connection detailed frame will be formed by filling the flexible material between the infill wall and the load-bearing elements. In the regulation, different displacement restrictions have been introduced for jointed and jointless applications. There is also a requirement that the adequacy of the detail be proven by experiment in frames where flexible joints are used. The material and connection details used in between should be made in a way to prevent in-plane interaction within certain translation limits and should also prevent out-of-plane tipping. Various academic studies are carried out on this subject. Therefore, in order to use this option, the connection details used must be proven with experimental support. Otherwise, this option should not be ticked. As far as I know, such a detail has not been used in practice until now. Related studies are attached. Good work. Master's thesis on the subject; OF BAYRAK, Investigation of Flexible Joint Connection Types Between Infillwalls and Reinforced Concrete Frames, Iskenderun Technical University, Master Thesis, 2020. .tr/xmlui/bitstream/handle/20.500.12508/1513/osman-fatih-bayrak.pdf?sequence=1&isAllowed=y[/url] A study on the subject; BINICI, BARIS Et al. "Seismic behavior and improvement of autoclaved aerated concrete infill walls," ENGINEERING STRUCTURES , vol.193, 68-81, 2019
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