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Estimation of the Seismically Induced Residual Drift of Structures from Measured Acceleration
Estimating the story drift directly from acceleration records is challenging. This paper presents a systematic integration scheme involving the empirical mode decomposition of signals to estimate the earthquake-induced displacement of buildings, including their permanent deformation after an earthquake. A three-phase algorithm is proposed. In phase-1, the displacement waveform without residual displacement is estimated, then in phase-2 the residual deformation is calculated. Combining both phase-1 and phase-2, the displacement waveform is estimated. Three types of acceleration data, namely, shaking table test data, seismic response data for a building, and near-fault ground motion data, were used to validate the proposed method.
Estimation of the Seismically Induced Residual Drift of Structures from Measured Acceleration
Estimating the story drift directly from acceleration records is challenging. This paper presents a systematic integration scheme involving the empirical mode decomposition of signals to estimate the earthquake-induced displacement of buildings, including their permanent deformation after an earthquake. A three-phase algorithm is proposed. In phase-1, the displacement waveform without residual displacement is estimated, then in phase-2 the residual deformation is calculated. Combining both phase-1 and phase-2, the displacement waveform is estimated. Three types of acceleration data, namely, shaking table test data, seismic response data for a building, and near-fault ground motion data, were used to validate the proposed method.
Estimation of the Seismically Induced Residual Drift of Structures from Measured Acceleration
Huang, Yu-Tzu (author) / Loh, Chin-Hsiung (author) / Chou, Chung-Che (author)
Journal of Earthquake Engineering ; 28 ; 1216-1234
2024-04-03
19 pages
Article (Journal)
Electronic Resource
English
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