Pushover Analysis

Mesut Turan

New Member
Good day hello; - When Pushover will become active, it did not report at the end - In reinforcement projects, there is only reinforced concrete jacket on the columns, will there be an option to strengthen with (steel plate and angle iron) in the future? - Will ztime history analysis be added in non-linear analysis?
 
- Linear performance analysis used in the program does not give a warning when applied for each structure. However, are very few of the existing structures suitable for linear performance analysis? Shouldn't the program give a warning?
 
"Mesut Turan":vmx6a1ln" said:
- Linear performance analysis used in the program does not give a warning when applied for every structure, whereas very few of the existing structures are suitable for linear performance analysis? Since linear performance evaluation could not be applied in case of B3 irregularity or B3 irregularity, this control was done and written in the report.
 
"MaFiAMaX":3u0o9q3h" said:
"Mesut Turan":3u0o9q3h" said:
- Linear performance analysis used in the program does not give a warning when applied for each structure? However, are very few of the existing structures suitable for linear performance analysis? Isn't the program supposed to give a warning?
Since linear performance evaluation could not be applied in case of BCS < 5 or B3 irregularity, this control was done and written in the report. But now when I get a report in v10.14, I couldn't see it.
Hello, When Linear Performance Analysis is performed, the "Linear Calculation Method Application Limits Control" line is checked in the report options that appear on the screen, and when the report is received, the controls will be printed. Good work
 
Mr. Levent, In the previous version, this option was active by default. An important control, I think it would be nice if it was selected again in the next version. Thank you for your answer.
 
Hello Mr. Levent; Very few structures are suitable for linear performance analysis . Is there any other alternative that we can do? - When Pushover will become active, it did not report at the end - In reinforcement projects, there is only reinforced concrete jacket on the columns, will there be an option to strengthen with (steel plate and angle iron) in the future? - Will time history analysis be added in non-linear analysis?
 
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