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Here again, maximum irregularity coefficient occurs at 1st story.
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Maximum irregularity coefficients in Tables 2, 4, and 6 are represented graphically in Figs. 4, 5, and 6, respectively.
It is found that torsional irregularity coefficients increase as the story numbers decrease, i.e., maximum irregularity coefficients occur for single-story structures.
For all the investigated structures, torsional irregularity coefficients increase as the story numbers decrease, i.e., maximum irregularity coefficients occur for single-story structures.
Findings on lateral load analyses are evaluated and the following conclusions are summarized: For all the investigated structures, torsional irregularity coefficients increase as the story numbers decrease, i.e., maximum irregularity coefficients occur for single-story structures.
Here again, maximum torsional irregularity coefficient occurs at 1st story.
According to the Table 4, maximum torsional irregularity coefficient occurs in one-story structures.
It must be noted that maximum torsional irregularity coefficient occurs at 1st story.
The variation of maximum torsional irregularity coefficient and the results will be discussed after the inspection of all structure types.
Maximum torsional irregularity coefficients for all types with seven axes are shown in Table 6.
Seismic analysis of structure group with six axes will be executed and the maximum torsional irregularity coefficients will be determined.
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