September 18, 2024Journal of the Civil Engineering ForumOpen Access

Seismic Performance Evaluation of Irregular Auditorium Building based on ASCE 41-23

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AFAnanda Elnish FiqhunissaUniversitas Gadjah Mada ISIman SatyarnoUniversitas Gadjah Mada ASAngga Fajar SetiawanUniversitas Gadjah Mada

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Implication

Structural evaluation demonstrates target seismic performance in an irregular auditorium building, highlighting peak component vulnerabilities under design earthquakes.

Key Points

Average structural performance meets basic safety targets under design earthquakes, but peak component responses fail the required acceptance criteria ratio.
Only 9.87% of components exceed permissible demand-capacity ratio limits, allowing the linear dynamic procedure to remain valid despite torsional irregularity.
Linear time history analysis demonstrates lower component exceedance rates than response spectrum analysis, but both methods reveal critical column vulnerabilities.

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Fiqhunissa et al. (2024) studied this question.

synapsesocial.com/papers/68e581eab6db64358751f665 https://doi.org/10.22146/jcef.13306

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Implication

Structural evaluation demonstrates target seismic performance in an irregular auditorium building, highlighting peak component vulnerabilities under design earthquakes.

Seismic Performance Evaluation of Irregular Auditorium Building based on ASCE 41-23

Discussion

Member takes

Implication

Key Points

Cite This Study

Seismic Performance Evaluation of Irregular Auditorium Building based on ASCE 41-23

Discussion

Member takes

Implication

Key Points

Cite This Study

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