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Turkish 14.Q+1.6G LOADING STATUS IN RISKY BUILDING ANALYSIS 1) BUILDING SIGNIFICANCE COEFFICIENT = 0 2) Ao=0 3) FLOOR PARAMETERS = 0 DEFINED 4) RIGID BASEMENT COEFFICIENT NUMBER IF THE BUILDING IS 3 FLOOR, IT IS LIKE TO MAKE IT 4 VSS. EVEN IF I DO THE SAME EARTHQUAKE LOADING, THERE IS NO CHANGE ON THE SAME REINFORCEMENTS. HOW CAN WE FOLLOW THE PATH? HOW CAN IT BE THE MOST logical
risky-structure analysis
- Thread starter olcay
- Start date
ottomancagatay
New Member
There was no explanatory explanation, I did not understand anything personally 