Basin Curtain Investigations

Q

qwerty

New Member
Why are basement curtains exempt from some controls? In the program usage notes, it is stated that "Therefore, the curtain is exempted from some controls given for the pad such as ductility conditions, shear force controls and B1 type irregularities." what are there? Is it correct to define the curtain that does not continue after the 3rd floor in an 11-storey building as "basin curtain"?
 
"qwerty":2gv625ac" said:
What is the reason why sub-basement curtains are exempt from some controls? It is exempted from some controls such as irregularities.[/color][/u]", what else is exempted from? Is it correct to define "floor curtain" for a curtain that does not continue after the 3rd floor in an 11-storey building?
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High ductility In order to apply the curtain conditions, the curtain must be located throughout the entire building. In the basement, the basement curtains are the curtains that are not rigid basements and are only at a height less than the height from the floor to the bottom floor. It is correct to define the curtain as "basement curtain" for the curtain that does not continue after the third floor in an 11-storey building It may be because it is located throughout the structure. Walls that are not located throughout the entire structure will not have an effect on the level of ductility. If you think that your curtain will contribute to the base shear force ratio Don't mark it as a bassinet if you're naughty. It is important whether your curtain provides this item in the earthquake regulation. In the program, basement walls are not included in R coefficient controls, irregularity controls such as b1 type, and shear/column shear force controls (calculating alpha ratios according to floors) given in the earthquake regulation report. In the geometry control, the minimum size conditions of the curtain are not taken into account. Basement bulkheads are included in the analysis model.
 
When the basement walls are formed along the perimeter in the basement and are not marked or marked as rigid in the x and y directions in the floor general settings, the program "R coefficient controls, irregularity controls such as b1 type, shear/column shear force controls (to floors) given in the earthquake regulation report." are not included in the calculation of the alphas ratios according to the . am I practicing?
 
"... In an 11-storey building, it may be correct to define it as "basic shear" for a shear that does not continue after the 3rd floor because it is located throughout the entire building. Shears that are not found throughout the entire structure will not have an effect on the ductility level. If you think that your shear wall will contribute to the base shear force ratio Don't mark it as a bassinet." Shall I mark "Flood/Curtain that does not continue on all floors" only in the curtain settings of the curtain on the 3rd floor? Or will I mark all of the 1st floor, 2nd floor, 3rd floor curtains? I asked a similar question to this one at
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. I will be glad if you answer.
 
"qwerty":ktfi8a5y" said:
When the basement curtains are formed along the perimeter in the basement and are not marked or marked as rigid in the x and y directions in the floor general settings, the program " The R coefficient controls, irregularity controls such as b1 type, earthquake management They do not participate in the curtain/column shear force controls (calculation of alfas rates according to floors) given in the report. The minimum dimension conditions of the curtain are not taken into account in the geometry control. It may be because it is located throughout the entire structure. Walls that are not located throughout the entire structure will not have an effect on the level of ductility. If you think that your curtain will contribute to the base shear force ratio, do not mark it as a bassinet." Shall I mark "Flood/Curtain that does not continue on all floors" only in the curtain settings of the curtain on the 3rd floor? Or will I mark all of the 1st floor, 2nd floor, 3rd floor curtains? I asked a similar question to this one at
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. I would appreciate it if you could reply.
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Marking or not marking the rigid basement of the floor has nothing to do with marking the basement curtain or not. You can mark the curtain as sub-basement in structures without rigid basement, or if there are curtains in a rigid basement, it does not matter if you have marked sub-basement. The issue here is how to consider the pitch on a pitch basis. the screen you marked is taken into account. Nedim has replied to your questions in the other thread.
 
"... In an 11-storey building, it may be correct to define it as "basic shear" for a shear that does not continue after the 3rd floor because it is located throughout the entire building. Shears that are not found throughout the entire structure will not have an effect on the ductility level. If you think that your shear wall will contribute to the base shear force ratio Don't mark it as a bassinet." Shall I mark "Flood/Curtain that does not continue on all floors" only in the curtain settings of the curtain on the 3rd floor? Or will I mark all of the 1st floor, 2nd floor, 3rd floor curtains? Can you answer?
 
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