OVERTURNING LIMIT OF A RIGID BLOCK CONSIDERING CUMULATIVE ENERGY LOSS DUE TO REPEATED SEISMIC POUNDINGS AND GROUND CONTACTS

This study focuses on the overturning behavior of rigid blocks placed near walls during seismic excitation, representing furniture inside buildings. A closed-form expression for the critical overturning condition is derived based on energy balance approach under variable-amplitude impulse inputs. The model accounts for cumulative energy loss from repeated wall impacts and ground contacts, allowing evaluation of critical input characteristics across a wide frequency range. A shaking table test using set of pulse-type input with asymmetric amplitudes is conducted to validate the proposed criteria. This approach enables comprehensive assessment of overturning limits considering block geometry and environmental factors.

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Publication Details

Journal
Journal of Structural and Construction Engineering (Transactions of AIJ)
Published
2025-12-31
DOI
https://doi.org/10.3130/aijs.91.110
Primary Topic
Seismic Performance and Analysis
Type
article
Field-Weighted Citation Impact
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article

OVERTURNING LIMIT OF A RIGID BLOCK CONSIDERING CUMULATIVE ENERGY LOSS DUE TO REPEATED SEISMIC POUNDINGS AND GROUND CONTACTS

Ryuta Enokida, K. Fujita, Hinako TSUCHIDA
Journal of Structural and Construction Engineering (Transactions of AIJ)
Seismic Performance and Analysis
article

OVERTURNING LIMIT OF A RIGID BLOCK CONSIDERING CUMULATIVE ENERGY LOSS DUE TO REPEATED SEISMIC POUNDINGS AND GROUND CONTACTS

Ryuta Enokida, K. Fujita, Hinako TSUCHIDA
article en

Abstract

This study focuses on the overturning behavior of rigid blocks placed near walls during seismic excitation, representing furniture inside buildings. A closed-form expression for the critical overturning condition is derived based on energy balance approach under variable-amplitude impulse inputs. The model accounts for cumulative energy loss from repeated wall impacts and ground contacts, allowing evaluation of critical input characteristics across a wide frequency range. A shaking table test using set of pulse-type input with asymmetric amplitudes is conducted to validate the proposed criteria. This approach enables comprehensive assessment of overturning limits considering block geometry and environmental factors.

Journal of Structural and Construction Engineering (Transactions of AIJ)Vol. 91(839)
Tohoku University (JP), Kyoto University (JP), Kyoto Architecture University (JP)
Affordable and clean energy
Openalex Percentile: Top 35%
Seismic Performance and Analysis
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