Top and bottom hinged columns

[qwerty]

Why is it written "Top of column is articulated", "bottom of column is hinged" for some columns (although there are columns and beams above and below) in the sub-floor columns. What could be the reason why there is an articulated situation in the mezzanine columns in my project? Note: For columns with ZK sign in Column Reinforced Concrete / TDY Equation 3.3 Control, for some columns it says "The top of the column is hinged", "The bottom of the column is hinged".

 

[HakanŞahin]

Why is it written "Top of the column is articulated", "The bottom of the column is hinged" for some columns (although there are columns and beams at the bottom and top of the subfloor columns). ?Note: For columns with ZK sign in Column Reinforced Concrete / TDY Equation 3.3 Control, for some columns it says "Top of the column is hinged", "The bottom of the column is hinged".

1 .Strong column control is given in equation 3.3 in item 3.3.5 of the regulation: 2. Equation 3.3 has the following conditions depends on: 3. If the condition of columns being stronger than beams is not met in some columns, the following items are applied. These columns are expressed as weak columns. (Columns marked ZK in the program). The terms "joint at the top" and "Hinged at the bottom of the column" refer to the Indicates at which node strong column control is not provided. At these nodes, the moments taken as basis for column shear control are taken as Mu and Ma at the lower and upper nodes, and the same as the column stiffening bearing force moments Mpu and Mpa. Beam bearing moments are not used. See TDY figure 3.5:

 

[qwerty]

Thank you