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Seismic time-history ground-motions for a specific site in Jakarta
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نویسنده
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sengara i.w. ,yulman m.a. ,mulia a.
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منبع
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jurnal teknologi - 2015 - دوره : 77 - شماره : 11 - صفحه:127 -136
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چکیده
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Indonesia has developed new seismic building code based on risk-targeted ground-motions adopting 1% probability of building collapse in 50 years. the new seismic design criterion,which is presented in the code,have combined both seismic hazard and building fragility. for performance-based analysis of high-rise buildings,a complex non-linear time-history analysis is needed. this paper presents results of study on development of the time-history with emphasing on procedure of developing pairs of time-history at ground surface for spesific site in jakarta with reference to 2012 international building codes and asce-sei-7-10. the study involves generation of time-history from reference base-rock through site-response analysis to ground surface. development of time-history at ground surface with a procedure involving square root of the sum of the square method (srss) in order to reasonably scaled time-histories through spectral matching technique is presented herein. the matched time-histories are developed from various strong-motion records representing different earthquake sources dominant to control the site evaluated from de-aggregation within seismic hazard analysis. this work also adopts baseline corrections in which velocity and displacement components of matched time-histories can be drifted to zero at the end of recorded seismic time. © 2015penerbit utm press. all rights reserved.
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کلیدواژه
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Baseline correction; Performance-based; Risk-targeted ground-motions; Seismic hazard; Time-history
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آدرس
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geotechnical engineering research group,institut teknologi bandung, Indonesia, geotechnical engineering research group,institut teknologi bandung, Indonesia, geotechnical engineering research group,institut teknologi bandung, Indonesia
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