Equivalent earthquake load reduction coefficient

C

CSMKNR

New Member
WHEN I INVESTIGATE THE CONTROL PARAMETERS IN THE ANALYSIS OF EXISTING BUILDINGS, THE VALUE OF THE EQUIVALENT EARTHQUAKE LOAD REDUCTION COEFFICIENT IS FOUND. WHERE CAN I ENTER THIS VALUE IN THE PROGRAM??
 
Hello, In the performance analysis, the Earthquake Load Reduction Coefficient is automatically taken as 1 according to TDY 2007 article 7.5.1.1. It cannot be changed.
 
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