Seismic microzonation of Srinagar city, Jammu and Kashmir
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F67985891%3A_____%2F18%3A00497653" target="_blank" >RIV/67985891:_____/18:00497653 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1016/j.soildyn.2018.09.028" target="_blank" >http://dx.doi.org/10.1016/j.soildyn.2018.09.028</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.soildyn.2018.09.028" target="_blank" >10.1016/j.soildyn.2018.09.028</a>
Alternative languages
Result language
angličtina
Original language name
Seismic microzonation of Srinagar city, Jammu and Kashmir
Original language description
The seismic vulnerability of Kashmir basin is evident from the historical and instrumental earthquake records in general and the capital city of Srinagar in particular. An attempt is made here to deliver the seismic microzonation map of this scenic city. To do so, probabilistic and geotechnical hazard representing the primary seismic hazard, secondary seismic hazard and site conditions are used as input themes. The themes considered for the holistic integrated hazard quantification are the peak ground acceleration at engineering bedrock, shear wave velocity distribution representing site conditions, liquefaction potential index, site amplification ratio and predominant frequency distribution. All these themes have been assigned appropriate weights and their features. The highest weight was given to peak ground acceleration, followed by shear wave velocity distribution, liquefaction potential index, site amplification ratio and predominant frequency themes. These weighted themes are then integrated in the GIS environment to generate seismic microzonation map of the Srinagar city. This map is expressed in terms of the Seismic Hazard Index (SHI) and is accordingly grouped into two classes: very high and severe. The results demonstrate that Srinagar city is susceptible to very high seismic hazard, especially when predicted peak ground acceleration is of the order of 0.605–0.63 g at the bedrock.
Czech name
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Czech description
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Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
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OECD FORD branch
10507 - Volcanology
Result continuities
Project
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Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Soil dynamics and earthquake engineering
ISSN
0267-7261
e-ISSN
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Volume of the periodical
115
Issue of the periodical within the volume
December
Country of publishing house
NL - THE KINGDOM OF THE NETHERLANDS
Number of pages
11
Pages from-to
578-588
UT code for WoS article
000454974400050
EID of the result in the Scopus database
2-s2.0-85054440906