ABSTRACT

This study attempts to evaluate the seismic hazard for the Jammu region based on a deterministic approach considering two earthquake scenarios using a logic tree framework. The Peak Ground Acceleration (PGA) values at bedrock level are estimated using already defined GMPEs for the Himalayan region by different researchers. The Main Central Thrust (MCT) and Reasi thrust are found to be the most critical capable of generating PGA > 0.8 g. The findings of the study indicate that the PGA at bedrock level for the region ranged from 0.14 g to 0.67 g. The DSHA in terms of bedrock level PGA for 50th and 84th percentile reveals that the maximum hazard level occurs in the western part of the Jammu region. The DSHA map of bedrock PGA for 50th percentile shows that central part is exposed to severe seismic hazard. The predicted PGA values can be used to assess the seismic stability of existing structures and for the design of earthquake-resistant structures in and around the Jammu region.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Ambraseys, N. N., Simpson, K. A., and Bommer, J. J. (1996). “Prediction of horizontal response spectra in Europe.” Earthq. Eng. Struct. Dyn., 25, 371–400.
Ameen, A. A. M. M. (2018). Modeling the 2004 Andaman-Sumatra tsunami and historical tsunamis from Andaman and Nicobar Island: towards estimation of tsunami hazard along the adjoining areas of Indian Ocean. M.Tech., thesis, Indian Institute of Technology Kanpur, India.
Ansari, A., Rao, K. S., and Jain, A. K. (2021). “Seismic Hazard and Risk Assessment in Maharashtra: A Critical Review.” In: Sitharam T.G., Kolathayar S., Sharma M.L. (eds) Seismic Hazards and Risk. Lecture Notes in Civil Engineering, 116, Springer, Singapore. https://doi.org/10.1007/978-981-15-9976-7_4.
Ansari, A., Satake, K., and Malik, J. N. (2017). “Modelling the 2004 Indian Ocean Tsunami to estimate tsunami heights and its amplitude and to study its effects on coastal areas.” ERI Earthquake Conference, University of Tokyo, Japan.
BIS:1893. (2002). Indian standard criteria for earthquake resistant design of structures. Part 1—general provisions and buildings. Bureau of Indian Standards, New Delhi, India.
Bonilla, M. G., Mark, R. K., and Lienkaemper, J. J. (1984). “Statistical relations among earthquake magnitude, surface rupture length and surface fault displacement.” Bull. Seism. Soc. Am., 74, 2379–2411.
Boore, D. M., Joyner, W. B., and Fumal, T. E. (1997). “Equations for estimating horizontal response spectra and peak acceleration from Western North American earthquakes: a summary of recent work.” Seismol. Res. Lett., 68(1), 128–153.
ESRI. (2011). ArcGIS Desktop: Release 10. Environmental Systems Research Institute (ESRI), Redlands.
Khan, S., Waseem, M., and Jan, S. (2021). “Site response studies in Peshawar using the Nakamura technique of HVSR.” Arabian Journal of Geosciences, 14(3), 1–13.
Malik, J. N., Sahoo, A. K., Shah, A. A., Rawat, A., and Chaturvedi, A. (2007). “Farthest recorded liquefaction around Jammu caused by 8 October, 2005 Muzaffarabad earthquake of Mw=7.6.” J. Geological Society of India, 69, 39–41.
NDMA. (2011). Development of Probabilistic Seismic Hazard Map of India. Technical Report, National Disaster Management Authority, New Delhi.
Raghukanth, S. T. G., and Kavitha, B. (2014). “Ground motion relations for active regions in India. Pure Appl Geophys., 171(9), 2241–2275.
Rao, K. S., and Satyam, D. N. (2007). Liquefaction studies for seismic microzonation of Delhi region. Curr Sci., 92(5), 646–654.
Rao, K. S., and Rathod, G. W. (2014). “Seismic microzonation of Indian megacities: a case study of NCR Delhi.” Indian Geotechnical Journal, 44(2), 132–148.
Rehman, S. U., Khalid, M., Ali, A., and Abd El, A. E. A. K. (2013). “Deterministic and probabilistic seismic hazard analysis for Gwadar City, Pakistan.” Arabian Journal of Geosciences, 6(9), 3481–3492.
SEISAT. (2000). Seismotectonic Atlas of India. Geological Survey of India.
Sharma, M. L., Douglas, J., Bungum, H., and Kotadia, J. (2009). “Ground-motion prediction equations based on data from the Himalayan and Zagros regions.” J. Earthq. Eng., 13, 1191–1210.
Thakker, T. P., Rathod, G. W., Rao, K. S., and Gupta, K. K. (2012). Use of Seismotectonic information in the seismic hazard analysis of Surat city, Gujarat, India: deterministic and probabilistic approach. Pure Appl Geophys., 169(1–2), 37–54.
Wells, D. L., and Coppersmith, K. J. (1994). “New empirical relationships among magnitude, rupture length, rupture width, rupture area and surface displacement.” Bull Seism. Soc. Am., 84 (4), 974–1002.

Information & Authors

Information

Published In

Go to Geo-Congress 2022
Geo-Congress 2022
Pages: 590 - 598

History

Published online: Mar 17, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Abdullah Ansari, Ph.D., S.M.ASCE [email protected]
1Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India. Email: [email protected]
Falak Zahoor, Ph.D., S.M.ASCE [email protected]
2Dept. of Civil Engineering, National Institute of Technology Srinagar, Srinagar, Jammu and Kashmir, India. Email: [email protected]
K. Seshagiri Rao, Ph.D., M.ASCE [email protected]
3Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India. Email: [email protected]
Arvind K. Jain, Ph.D., M.ASCE [email protected]
4Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$140.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$140.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share