column beam connection security

uğur oflaz

New Member
Elements that do not provide column beam shear safety in the performance analysis must be considered as brittle elements according to the regulation. I wonder why the elements that do not provide column beam shear safety are not shown as brittle elements in the building performance evaluation columns in the performance reports. I will be glad if you enlighten me. best regards,
 
"uğur oflaz":hpliqntx" said:
why are the elements that do not provide column beam shear safety in the performance reports not shown as brittle elements in the performance evaluation columns
A detailed report is prepared for the column beam shear safety zone after the performance analysis. not needed so far (may not have been heard... no request or suggestion received.) Yes, tdy says, "elements that do not provide column beam shear safety will be considered brittle elements." Your notification regarding the display of elements that do not provide column beam shear safety in the list of brittle elements as well as brittle elements will be added to our notes. Good work...
 
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