scholarly journals The role of seismicity models in probabilistic seismic hazard estimation: comparison of a zoning and a smoothing approach

2006 ◽  
Vol 165 (2) ◽  
pp. 584-595 ◽  
Author(s):  
Céline Beauval ◽  
Oona Scotti ◽  
Fabian Bonilla
Keyword(s):  
Seismic Hazard ◽  
Probabilistic Seismic Hazard ◽  
Seismicity Models ◽  
Hazard Estimation ◽  
Seismic Hazard Estimation

Probabilistic seismic hazard estimation of Manipur, India

2012 ◽  
Vol 9 (5) ◽  
pp. 516-533 ◽  
Author(s):  
Kumar Pallav ◽  
S T G Raghukanth ◽  
Konjengbam Darunkumar Singh
Keyword(s):  
Seismic Hazard ◽  
Probabilistic Seismic Hazard ◽  
Hazard Estimation ◽  
Seismic Hazard Estimation

scholarly journals ANALISIS PENDUGAAN BAHAYA KEGEMPAAN DI BATUAN DASAR UNTUK WILAYAH LAMPUNG MENGGUNAKAN METODE PSHA

2020 ◽  
Vol 5 (3) ◽  
pp. 15-25
Author(s):  
Mhd Azri Pangaribuan ◽  
Syamsurijal Rasimeng ◽  
Karyanto Karyanto ◽  
Rudianto Rudianto
Keyword(s):  
Seismic Hazard ◽  
Return Period ◽  
Hazard Analysis ◽  
Seismic Hazard Analysis ◽  
Probabilistic Seismic Hazard ◽  
Ground Acceleration ◽  
Earthquake Sources ◽  
Maximum Value ◽  
Hazard Estimation ◽  
Seismic Hazard Estimation

Analysis of seismic hazard estimation is one method for estimating the effect of earthquakes. The purpose of this study was to determine the maximum value of ground acceleration in bedrock or PGA values for the Lampung Province region. This analysis of seismic hazard estimation is carried out by a probabilistic seismic hazard analysis (PSHA) method. In the process of estimating the influence of earthquakes, the PSHA method principally uses 3 types of earthquake sources, namely the source of background earthquakes, subduction earthquakes (earthquake subduction) and fault earthquakes (faut). The calculation of the estimated seismic hazard value is carried out using the 2007 USGS PSHA program. The distribution of seismic hazard values for the Lampung Province region on bedrock with a 500-year return period or a 10% probability on the PGA condition (T = 0) is 0.1 g to 1, 3 g and a 2500 year return period or a probability of 2% in the PGA condition (T = 0) is 0.1 g to 1.3 g.

scholarly journals The April 2009 Abruzzi, Italy, Earthquake: Impact on Site Seismic Hazard Estimation

Eos ◽  
2009 ◽  
Vol 90 (45) ◽  
pp. 410 ◽  
Author(s):  
Antonio Rapolla ◽  
Vincenzo Di Fiore ◽  
Silvio Di Nocera ◽  
Fabio Matano ◽  
Valeria Paoletti
Keyword(s):  
Seismic Hazard ◽  
Hazard Estimation ◽  
Seismic Hazard Estimation ◽  
Earthquake Impact
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