Brick wall earthquake analysis

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Hello, where is this tbdy 2018 6.1.3 item in idecad accounts?

 

[Ismail Hakki Besler]

6.1.3 If the weight of the non-structural element or equipment is greater than 10 percent of the total weight of the floor where it is located, the element or equipment will be considered as a part of the building structural system. In this case [i ]mass of element or hardware [/i] to stiffness properties of connection to building[/color ] will be taken into account in the earthquake calculation of the building carrier system 1) Mass of the element or equipment[/i It is obvious that ] should be taken into account in the structural system calculation according to its location (ideCAD takes this into account and adds the mass of the element or equipment to the carrier system calculation) 2) Element or the connection of the hardware to the building rigidity properties should also be taken into account in the calculation of the load-bearing system.This sentence refers to the connection of the element and the hardware or the wall to the building. Can someone explain to me how they can deduce from the meaning that the walls themselves should be included in the DGT carrier system calculation. I talked about this issue with my professors from ITU as well, and they did not express their opinion that the walls themselves should be included in the system according to their strength. However, it is obvious that non-bearing walls are included in the system calculation in SGTD, that is, nonlinear time history and pushover analysis, and how they will be included. In the section of the calculation of relative storey drifts (a) In case of brittle or non-void infill walls and facade elements are completely adjacent to the frame elements, without any flexible joints or connections between them: the maximum relative storey hoteling is allowed as 0.008 in reinforced concrete buildings (b) Brittle In case of flexible joints between infill walls and frame elements made of material, connecting the facade elements with flexible connections to the outer frames, or if the infill wall element is independent from the frame: the maximum relative floor offset is allowed as 0.016 in reinforced concrete buildings. If you make flexible joints, two times more relative floor offsets are allowed. been done. In this case, the following sanction has been imposed: However, in this case, in-plane horizontal displacement capacities of jointed infill wall elements, flexible infill wall elements and flexible connected facade elements provide the limit value given in Eq.(4.34b) [color=# [/color] will be documented experimentally according to FF0000]1.4. An example flexible joint application for infill walls is given in Annex 4C. 1.4. EXPERIMENTAL DESIGN In cases where there are not sufficient calculation models, a large number of similar components are used, or in experimental studies to verify the assumptions used in the design, the principles given in TS EN 1990 Annex D or equivalent international rules will be taken into account, and the certification procedures will be according to 1.2.3. will be done. 1.2.3 According to this Regulation, buildings designed under the influence of earthquakes, in terms of material and workmanship conditions, Turkish Standards and General Technical Specification of the Ministry of Environment and Urbanization, Construction Materials Regulation published in the Official Gazette dated 10.07.2013 and numbered 28703, dated 26.06.2009 and the Regulation on the Criteria for Construction Materials published in the Official Gazette No. 27270.

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Thanks