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The Irregular Response of Flat Plate Structures to Horizontal Deformation for Engineering Decisions

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Observed structural response of a seven-story reinforced concrete building under earthquake loads, suggesting effective design compliance.

Inter-story deflections were within permissible limits with a maximum deviation of 64.615 kN at the roof.
Static shear forces recorded were 41,826.62 kN (X) and 4,182.62 kN (Y), meeting design requirements.
Dynamic shear forces reached 4,697.28 kN (X) and 5,057.97 kN (Y), confirm stringent structural performance.
The findings emphasize the importance of understanding irregularities in structural elements for construction decisions.

Wirawan et al. (2025) studied this question.

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Observed structural response of a seven-story reinforced concrete building under earthquake loads, suggesting effective design compliance.