Modal Masses and Modal Analysis Results (First Stage)

Owned by Kemalcan Struja (Unlicensed)
Last updated: Nov 22, 2022 by Zeynep Aladağ
2 min read

  • The table below summarizes the upper section dynamic analysis results obtained from the models where the frame columns are hinged and monolithically connected.

- Articulated Case

-Monolithic Situation

  • In slabs that are modeled as shells and accepted as semi-rigid diaphragms in accordance with TBDY 2018 4.5.10.4 article, a fully rigid solution is also applied to determine the accidental torsion. The above solutions are fully rigid due to earthquake regulations.

  • The data obtained as a result of dynamic analysis suitable for the semi-rigid diaphragm are summarized in the table below. In this solution, it has to be made in 2 stages, hinged and monolithic. Below are the results of the monolithic solution.

  • The list of all modal analyzes made in the program can be viewed in the structure tree section of the interface.

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Sample Column Internal Force Results (First Stage)