Probabilistic seismic hazard analysis using the logic tree approach – Patna district (India)
<p>Peak ground acceleration (PGA) and study area (SA) distribution for the Patna district are presented considering both the classical and zoneless approaches through a logic tree framework to capture the epistemic uncertainty. Seismicity parameters are calculated by considering completed and...
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2019-10-01
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doaj-3c892b85bf5d4b018bbd51417e8118e22020-11-25T02:08:48ZengCopernicus PublicationsNatural Hazards and Earth System Sciences1561-86331684-99812019-10-01192097211510.5194/nhess-19-2097-2019Probabilistic seismic hazard analysis using the logic tree approach – Patna district (India)P. Anbazhagan0K. Bajaj1K. Matharu2S. S. R. Moustafa3N. S. N. Al-Arifi4Department of Civil Engineering, Indian Institute of Science, Bangalore, IndiaDepartment of Civil Engineering, Indian Institute of Science, Bangalore, IndiaDepartment of Civil Engineering, Indian Institute of Science, Bangalore, IndiaGeological and Geophysics Department, King Saud University, Riyadh, Saudi ArabiaGeological and Geophysics Department, King Saud University, Riyadh, Saudi Arabia<p>Peak ground acceleration (PGA) and study area (SA) distribution for the Patna district are presented considering both the classical and zoneless approaches through a logic tree framework to capture the epistemic uncertainty. Seismicity parameters are calculated by considering completed and mixed earthquake data. Maximum magnitude is calculated using three methods, namely the incremental method, Kijko method, and regional rupture characteristics approach. The best suitable ground motion prediction equations (GMPEs) are selected by carrying out an “efficacy test” using log likelihood. Uniform hazard response spectra have been compared with Indian standard BIS 1893. PGA varies from 0.38 to 0.30 <span class="inline-formula"><i>g</i></span> from the southern to northern periphery considering 2 % probability of exceedance in 50 years.</p>https://www.nat-hazards-earth-syst-sci.net/19/2097/2019/nhess-19-2097-2019.pdf |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
P. Anbazhagan K. Bajaj K. Matharu S. S. R. Moustafa N. S. N. Al-Arifi |
spellingShingle |
P. Anbazhagan K. Bajaj K. Matharu S. S. R. Moustafa N. S. N. Al-Arifi Probabilistic seismic hazard analysis using the logic tree approach – Patna district (India) Natural Hazards and Earth System Sciences |
author_facet |
P. Anbazhagan K. Bajaj K. Matharu S. S. R. Moustafa N. S. N. Al-Arifi |
author_sort |
P. Anbazhagan |
title |
Probabilistic seismic hazard analysis using the logic tree approach – Patna district (India) |
title_short |
Probabilistic seismic hazard analysis using the logic tree approach – Patna district (India) |
title_full |
Probabilistic seismic hazard analysis using the logic tree approach – Patna district (India) |
title_fullStr |
Probabilistic seismic hazard analysis using the logic tree approach – Patna district (India) |
title_full_unstemmed |
Probabilistic seismic hazard analysis using the logic tree approach – Patna district (India) |
title_sort |
probabilistic seismic hazard analysis using the logic tree approach – patna district (india) |
publisher |
Copernicus Publications |
series |
Natural Hazards and Earth System Sciences |
issn |
1561-8633 1684-9981 |
publishDate |
2019-10-01 |
description |
<p>Peak ground acceleration
(PGA) and study area (SA) distribution for the Patna district are presented
considering both the classical and zoneless approaches through a logic tree framework to capture the epistemic uncertainty. Seismicity parameters are
calculated by considering completed and mixed earthquake data. Maximum
magnitude is calculated using three methods, namely the incremental method, Kijko
method, and regional rupture characteristics approach. The best suitable ground motion prediction
equations (GMPEs)
are selected by carrying out an “efficacy test” using log likelihood. Uniform
hazard response spectra have been compared with Indian standard BIS 1893.
PGA varies from 0.38 to 0.30 <span class="inline-formula"><i>g</i></span> from the southern to northern periphery
considering 2 % probability of exceedance in 50 years.</p> |
url |
https://www.nat-hazards-earth-syst-sci.net/19/2097/2019/nhess-19-2097-2019.pdf |
work_keys_str_mv |
AT panbazhagan probabilisticseismichazardanalysisusingthelogictreeapproachpatnadistrictindia AT kbajaj probabilisticseismichazardanalysisusingthelogictreeapproachpatnadistrictindia AT kmatharu probabilisticseismichazardanalysisusingthelogictreeapproachpatnadistrictindia AT ssrmoustafa probabilisticseismichazardanalysisusingthelogictreeapproachpatnadistrictindia AT nsnalarifi probabilisticseismichazardanalysisusingthelogictreeapproachpatnadistrictindia |
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