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Why do seamless projects end up in a Migration state?
- Thread starter serky
- Start date
Levent Özpak
New Member
Hello, The evaluation criteria of Normal analysis and Linear Performance Analysis differ. I think the information given in the link below will be useful.
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Good workLevent Özpak
New Member
As I said in the previous e-mail, The evaluation criteria of the analysis method specified in TDY 2007 Chapter 2-3 and the Analysis method in Chapter 7 are different. Also, I recommend you to read the message of yasinarslan in the section I gave the link of. If you add your project, we will have the opportunity to evaluate it. Good studies"serky":32etf72w" said:Thank you for your answer. I studied and understood the topic in the link you provided. However, it is interesting that the project I am working on shows a crash in the performance analysis when there was no error.
Hello Mr. Serky; First of all, I would like to state that in many seminars and course programs that I have attended recently, our instructors said that the revision work on the Earthquake Regulation has started and that this work will also cover Chapter 7. We hope that this study will be a solution to such problems and will be concluded as soon as possible. In addition, as someone who encounters performance analysis a lot; I would like to say that I have come across very few projects that are trouble-free in normal analysis and cause problems in performance, especially for residential buildings. If you add your project to the forum, we will have a chance to evaluate it. Maybe you will be able to overcome the problem with very small interventions. As Levent said in the brain, there are differences between the two analysis methods, these are the problems encountered. Best regards.
I'm looking forward to your project to examine."serky":3njly5fy" said:Hi, projects that are solved in ideCAD without any problems are usually in a state of collapse when performance analysis is performed. What is the reason?