"yunussacikk":2vvmffmk" said:hello, there is a relative displacement problem in my 7-storey construction. We added curtains and enlarged our columns with maximum translation. coefficients were entered in the TBDY 2018 wizard by first selecting DD1 ground motion. The wizard was registered. Then the DD2 ground motion was entered again and the wizard was re-registered. In 10.06, the wizard will not need to be edited twice in this way. All columns in your structure are entered in the Y direction. Whereas The relative floor offsets in the X direction are too high and exceed the limit. Therefore, adding vertical carriers in the X direction or changing the direction of the columns will balance the system. You may consider making the central shears as core shears. Proposed floor plan. Alternative column-curtain walls within the framework of this floor plan. you can try core curtain systems: Story offset values relative to the proposed floor plan:[ /b]
"denizbayram":178irojn" said:Hi, Mr. Hakan.. My biggest problem is the relative floor drift, you mentioned that first DD1 should be entered and saved, and then DD2 should be entered and saved, I would be very happy if you could help me about the benefit of this and why we did it[/ quote] Hello For 10.04 and 10.05 versions, the wizard needs to be run for DD1 and DD2 earthquake levels for lambda calculation used in relative floor drift controls. After the upcoming 10.06 Update, it will not need to be done with DD1. It will be calculated in one step.
Check results are given below. good work, regards..."Levent Özpak":2mvbbi47" said:How to organize the TBDY 2018 wizard is explained in the attached document. These operations will not be necessary in Ver 10.06. Good work
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