Performance Analysis in Dilated Structures

aykt46

New Member
Have a nice day. In the school strengthening project, the school in my hand is dilated with 2 blocks. There is no dilatation in the foundations. Should I solve this as a single data or should I solve it in different data? I will be glad if experienced friends can help. My second question is again in these dilated cases, there is a level difference between the floors or a step in the foundations. What solution would you suggest? I wish you good work.
 
Hello, in dilatation projects, performance analysis evaluation of each dilatation should be done in separate project files in terms of regulation criteria. Good work
 
First of all, thank you Mr. Levent, even if the basics are common, should we do performance analysis in different project files? I wish you good work.
 
"aykt46":3reffmch" said:
First of all, thank you Mr. Levent, should we do performance analysis in different project files even if the foundations are in common? For this reason, it would be appropriate to evaluate the dilatations in separate project files.
 
Is there a clear statement about this situation in the regulation, Mr. Levent? I'm sorry I asked you too many questions. Thank you also for your answers.
 
"aykt46":2gtfv6o3" said:
Is there a clear statement about this situation in the regulation, Mr. Levent. I'm sorry I asked you a lot of questions. Thank you for your answers as well.
" There is no such statement in the regulation, but Chapter 15 The desired building performances are determined according to the percentages of the elements. It is appropriate to analyze each block in a separate project file so that the percentages can be determined correctly in the program. For example, if two structures are entered in the same project file while determining the Controlled Damage performance level, the elements of the other structure are also included in this evaluation. Good work
 
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