SIMULATION OF STRONG MOTIONS USING PARAMETERS BASED ON RECORDED ACCELEROGRAMS

It is generally difficult to predict with certain accuracy when and where a big earthquake will take place. We need to take into account the strong effect of severe ground motions of shear wave on the dynamic behavior of buildings and civil structures. We simulate strong motions of pure shear wave and synthesize small motions, using the recorded accelerograms at a site on a base rock in northern Osaka, Japan. By making use of a stochastic technique, we can easily introduce higher frequency contents in the motions and apply the technique to the synthesis of small waves that are regarded as green functions. We also introduce to the analysis the useful relationships among the seismic moment 0 M and the time duration d T , 0 M and the corner frequency c f , and 0 M and the

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Publication Details

Journal
World Conference of Earthquake Engineering
Published
2025-12-18
DOI
https://doi.org/10.71846/12-wcee-1271
Primary Topic
Seismic Performance and Analysis
Type
article
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article

SIMULATION OF STRONG MOTIONS USING PARAMETERS BASED ON RECORDED ACCELEROGRAMS

Sanshiro Suzuki, Koichiro Asano
World Conference of Earthquake Engineering
Seismic Performance and Analysis
article

SIMULATION OF STRONG MOTIONS USING PARAMETERS BASED ON RECORDED ACCELEROGRAMS

Sanshiro Suzuki, Koichiro Asano
article en

Abstract

It is generally difficult to predict with certain accuracy when and where a big earthquake will take place. We need to take into account the strong effect of severe ground motions of shear wave on the dynamic behavior of buildings and civil structures. We simulate strong motions of pure shear wave and synthesize small motions, using the recorded accelerograms at a site on a base rock in northern Osaka, Japan. By making use of a stochastic technique, we can easily introduce higher frequency contents in the motions and apply the technique to the synthesis of small waves that are regarded as green functions. We also introduce to the analysis the useful relationships among the seismic moment 0 M and the time duration d T , 0 M and the corner frequency c f , and 0 M and the

World Conference of Earthquake EngineeringVol. 16
Kansai University (JP)
Sustainable cities and communities
Openalex Percentile: Top 100%
Seismic Performance and Analysis
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