Journal of Interance Sapience Technology

Vol. 1 No. 1 (2026): Volume 1, Issue 1, Year 2026
Articles

Examining Seismic Risk Assessment in Abu Dhabi, United Arab Emirates: A Critical Analysis

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  • Ringle Raja S,
  • Hemalatha G,
  • Elizabeth Amudhini Stephen S
Ringle Raja S Structural Engineering, Karunya Institute of Technology and Sciences, Coimbatore - 641 114, Tamil Nadu, India.
Hemalatha G Department of Civil Engineering, Karunya Institute of Technology and Sciences, Coimbatore - 641114, Tamil Nadu, India.
Elizabeth Amudhini Stephen S Department of Mathematics, Karunya Institute of Technology and Science, India

Published 2026-02-01

Keywords

  • UAE,
  • Seismic Hazard,
  • PGA,
  • Abu Dhabi,
  • GMPE
Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

Abstract

The United Arab Emirates (UAE) is experiencing a surge of demand in seismic hazard analysis in light of the country's rapid increase in multi-story building construction. The study on seismicity, tectonics, and geology plays the vital role in framing the earthquake source model. Before 1994 there were not much research available on Seismic Hazard Analysis of UAE. This becomes the reason for the structural engineers to design buildings for seismic design depending on irrelevant, inappropriate and unjustifiable source data. Hence it is an immediate need for the research on the seismic hazard on UAE by generating Uniform Hazard Maps, response spectral accelerations, Peak ground accelerations (PGA), De-aggregation, site amplification and other parameters required. This paper does a comparative literature survey from the previously published recent papers (for about past 20 years) related to seismic hazard assessment of UAE. Subsequently PGA of Abu Dhabi - UAE, from the past studies is presented which is required for the subsequent research of Vulnerability Assessment of High rise buildings in Abu Dhabi with shear wall construction.
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References

  1. Al-Haddad, M., Siddiqi, G. H., Al-Zaid, R., Arafah, A., Necioglu, A., Turkelli, N. (1994). A Basis for Evaluation of Seismic Hazard and Design Criteria for Saudi Arabia. Earthquake Spectra, 10(2), 231-258. https://doi.org/10.1193/1.1585773
  2. Akkar, S., Bommer, J.J. (2007). Empirical Prediction Equations for Peak Ground Velocity Derived from Strong-Motion Records from Europe and the Middle East. Bulletin of the Seismological Society of America, 97(2), 511-530. https://doi.org/10.1785/0120060141
  3. Ambraseys, N.N., Melville, C.P. (1982). A history of Persian earthquakes. Cambridge University Press.
  4. Atkinson, G.M., Boore, D.M. (2003). Empirical Ground-Motion Relations for Subduction-Zone Earthquakes and their Application to Cascadia and Other Regions. Bulletin of the Seismological Society of America, 93(4), 1703-1729. https://doi.org/10.1785/0120020156
  5. Atkinson, G.M., Boore, D.M. (2006). Earthquake Ground-Motion Prediction Equations for Eastern North America. Bulletin of the Seismological Society of America, 96(6), 2181-2205. https://doi.org/10.1785/0120050245
  6. Campbell, K.W., Bozorgnia, Y. (2008). NGA Ground Motion Model for the Geometric Mean Horizontal Component of PGA, PGV, PGD And 5% Damped Linear Elastic Response Spectra for Periods Ranging From 0.01 to 10 s. Earthquake spectra, 24(1), 139-171. https://doi.org/10.1193/1.2857546
  7. Cornell, C.A. (1968). Engineering Seismic Risk Analysis. Bulletin of the Seismological Society of America, 58(5), 1583-1606. https://doi.org/10.1785/BSSA0580051583
  8. Cornell, C.A., Vanmarcke, E.H. (1969). The Major Influences on Seismic Risk. In Proceedings of the Fourth World Conference on Earthquake Engineering, 1, 69-83.
  9. Cotton, F., Scherbaum, F., Bommer, J.J., Bungum, H. (2006). Criteria for Selecting and Adjusting Ground-Motion Models for Specific Target Regions: Application to Central Europe and Rock Sites. Journal of Seismology, 10(2), 137-156. https://doi.org/10.1007/s10950-005-9006-7
  10. Al-Dogom, D., Schuckma, K., Al-Ruzouq, R. (2018). Geostatistical Seismic Analysis and Hazard Assessment; United Arab Emirates. The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 42, 29-36. https://doi.org/10.5194/isprs-archives-XLII-3-W4-29-2018
  11. Fenton, C.H., Adams, J., Halchuk, S. (2006). Seismic Hazards Assessment for Radioactive Waste Disposal sites in regions of low seismic activity. Geotechnical & Geological Engineering, 24(3), 579-592.https://doi.org/10.1007/s10706-005-1148-4
  12. Aldama-Bustos, G., Bommer, J.J., Fenton, C.H., Stafford, P.J. (2009). Probabilistic Seismic Hazard Analysis for Rock Sites in the Cities of Abu Dhabi, Dubai and Ra's Al Khaymah, United Arab Emirates. Georisk, 3(1), 1-29. https://doi.org/10.1080/17499510802331363
  13. Grünthal, G., Bosse, C., Sellami, S., Mayer-Rosa, D., Giardini, D. (1999). Compilation of the GSHAP Regional Seismic Hazard for Europe, Africa and the Middle East. Annali di geofisica, 42(6), 1215-1223. https://doi.org/10.4401/ag-3782
  14. Abdalla, J.A., Al-Homoud, A. (2004). Earthquake Hazard Zonation of Eastern Arabia. In The 13th World Congress on Earthquake Engineering, Vancouver, BC, Canada.
  15. Abdalla, J.A. Al-Homoud, A. S. (2004). Seismic Hazard Assessment of United Arab Emirates and its surroundings. Journal of earthquake engineering, 8(06), 817-837.https://doi.org/10.1080/13632460409350510
  16. Abdalla, J. A., Khan, Z., Elemam, M., & Irfan, M. (2017). Seismic Hazard Assessment and Local Site Effects on United Arab Emirates major Cities and their environs: An Overview. In 16th World Conference on Earthquake Engineering, 4785.
  17. Douglas, J. (2018). Ground Motion Prediction Equations 1964–2018. Review, University of Strathclyde, Glasgow. https://www.strath.ac.uk/staff/douglsdjohndr/
  18. Knopoff, L. (2000). The Magnitude Distribution of Declustered Earthquakes in Southern California. Proceedings of the National Academy of Sciences, 97(22), 11880-11884. https://doi.org/10.1073/pnas.190241297
  19. Malkawi, A.I.H., Barakat, S.A., Shanableh, A., Wassel, M., Bdour, A.I., Omar, M., Altoubat, S. (2007). Seismic Hazard Assessment and Earthquake Risk in the United Arab Emirates. University of Sharjah, College of Graduate Studies and Research.
  20. Irfan, M., Khan, Z. H., El-Emam, M., Abdalla, J. (2012). Seismic Hazard Assessment and Spectral Accelerations for United Arab Emirates. Proceeding of 15th World Conf. Earthquake Engineering, 37, 29983-29992.
  21. Musson, R., Northmore, K., Sargeant, S., Phillips, E., Boon, D., Long, D., McCue, K. Ambraseys, N.N. (2006). The Geology and Geophysics of the United Arab Emirates. Geological hazards. Abu Dhabi, Ministry of Energy, United Arab Emirate, 4, 237. https://nora.nerc.ac.uk/id/eprint/7425/
  22. Mwafy, A. (2011) Assessment of Seismic Design Response factors of Concrete Wall Building. Earthquake Engineering and Engineering Vibration, 10(1), 115 – 127.https://doi.org/10.1007/s11803-011-0051-7
  23. Peiris, N., Free, M., Lubkowski, Z., Hussein, A.T. (2006, September). Seismic Hazard and Seismic Design requirements for the Arabian Gulf region. In First European conference on Earthquake Engineering and Seismology European Association of Earthquake Engineering (EAEE) Geneva, Switzerland, 4-6.
  24. Shama, A.A. (2011). Site-specific Probabilistic Seismic Hazard Analysis at Dubai Creek on the West Coast of UAE. Earthquake Engineering and Engineering Vibration, 10(1), 143-152. https://doi.org/10.1007/s11803-011-0053-5
  25. Sigbjornsson, R., Elnashai, A.S. (2006). Hazard assessment of Dubai, United Arab Emirates, for close and distant earthquakes. Journal of earthquake engineering, 10(05), 749-773.https://doi.org/10.1080/13632460609350617
  26. Pascucci, V., Free, M.W., Lubkowski, Z.A (2008). Seismic Hazard and Seismic Design requirements for the Arabian Peninsula Region. In The 14th World Conference on Earthquake Engineering (WCEE), Beijing, China.
  27. Khan, Z., El-Emam, M., Irfan, M., Abdalla, J. (2013). Probabilistic Seismic Hazard Analysis and Spectral Accelerations for United Arab Emirates. Natural hazards, 67(2), 569-589.https://doi.org/10.1007/s11069-013-0586-1