Modal Masses and Modal Analysis Results (Second Stage)

Owned by Kemalcan Struja (Unlicensed)
Last updated: Nov 22, 2022 by Zeynep Aladağ
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  • The following table summarizes the dynamic analysis results obtained for the upper section, taken from models where frame columns are hinged and monolithically connected.

Articulated Case

-Monolithic Situation

  • In slabs modeled as shell and accepted as semi-rigid diaphragm in accordance with TBDY 2018 article 4.5.10.4, a full rigid solution is also applied to determine accidental torsion. The above solutions are fully rigid solutions due to seismic 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 articulated solution.

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Sample Column Internal Force Results (Second Stage)