Analisis Hazard Gempa Dan Usulan Ground Motion Pada Batuan Dasar Untuk Kota Jakarta

. Seismic hazard analysis for Jakarta was conducted using total probability theorem. The USGS-PSHA-07 software was used to run the seismic hazard analysis which adapted a 3-dimension seismic source model for return periods of 475 years. The results show that peak base rock acceleration (PBA) in Jakarta obtained in this study (0.239 g) is larger than that given in the Indonesian Seismic Code SNI 03-1726-2002 (0.15 g). SYNTH software was used to develop synthetic ground motion by using deaggregation from previous study