Skip to main content

Seismic Hazard Analysis Study of New Semarang International Airport Due to Shallow Crustal Fault Earthquake Scenario

  • Conference paper
  • First Online:
Proceedings of AICCE'19 (AICCE 2019)

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 53))

Included in the following conference series:

  • 1595 Accesses

Abstract

Ahmad Yani International Airport is located in Semarang (the Capital City of Central Java Province) Indonesia. The airport was first operated on June 6 2018 and designed it using 2012 Indonesian Seismic Code (SNI 1726:2012 in Seismic resistance design codes for building and other structures, Jakarta, pp 1–138, [16]). The airport was commercially operated one year after the new Indonesian Seismic Hazard Maps 2017 released (ISHM-2017). The most important information obtained from ISHM-2017 is the new predicted seismic source located close to the airport area. This paper expresses the seismic hazard analysis (SHA) of the airport area based on the new ISHM-2017. The analysis is performed by conducting three basic SHA steps such as the Probabilistic and Deterministic Seismic Hazard Analysis (PSHA and DSHA), a combination of PSHA and DSHA for developing Most Considered Earthquake Risk (MCER) spectral acceleration and the final analysis is related with the calculation of surface spectral acceleration for developing design spectral acceleration (DSA). The new DSA is then compared to the previous DSA developed based on SNI 1726:2012 (SNI 1726:2012 in Seismic resistance design codes for building and other structures, Jakarta, pp 1–138, [16]) and also compared to the surface spectral acceleration developed using site response analysis (SRA). The result of the study shows that the new DSA has no significant differences and improvements compared to the previous DSA (SNI 1726:2012 in Seismic resistance design codes for building and other structures, Jakarta, pp 1–138, [16]) and SRA results.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 259.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 329.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 329.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Similar content being viewed by others

References

  1. Abrahamson NA, Gregor N, Addo K (2016) BC hydro ground motion prediction equation for subduction earthquakes. Earthq Spectra 32(1):23–44

    Article  Google Scholar 

  2. ASCE/SEI 7-16 (2017) Minimum design loads and associated criteria for buildings and other structures. American Society of Civil Engineers

    Google Scholar 

  3. Asrurifak M, Irsyam M, Budiono B, Triyoso W, Djazilus H (2010) Development of spectral hazard map for Indonesia with a return period of 2500 years using probabilistic method. Civ Eng Dimension 12(1):52–62

    Google Scholar 

  4. Atkinson GM, Boore DM (2003) Empirical ground-motion relations for subduction-zones earthquakes and their application to Cascadia and other regions. Bull Seismol Soc Am 93(4):1702–1729

    Google Scholar 

  5. Boore DM, Atkinson GM (2008) Ground motion prediction equations for the average horizontal component of PGA and PGV and 5% damped PSA at spectral periods between 0.01 s to 10 s. Earthq Spectra 24(1):99–138

    Google Scholar 

  6. Campbell KW, Bozorgnia Y (2008) NGA ground motion model for the geometric mean horizontal component of PGA, PGV and PGD and 5% damped linear elastic response for periods ranging from 0.01 to 10 s. Earthq Spectra 24(1):139–171

    Google Scholar 

  7. Chiou BSJ, Young RR (2008) NGA model for average horizontal component of peak ground motion and response spectra. In: PEER 2008/2009, Pacific earthquake engineering research center, College of Engineering, University of California, Berkeley, pp 1–94

    Google Scholar 

  8. Gosar A (2017) Study on the applicability of the microtremor HVSR method to support seismic microzonation in the town of Idrija (West Slovenia). Nat Hazard Earth Syst Sci 17:925–937

    Article  Google Scholar 

  9. Irsyam M, Hendriyawan NDH, Daryono MR, Widiyantoro S, Asrurifak M, Meilano I, Triyoso W, Hidayati S, Rudiyanto A (2017) Development of new seismic hazard maps of Indonesian. In: Proceedings of the 19th international conference on soil mechanics and geotechnical engineering, Seoul, pp 1525–1528

    Google Scholar 

  10. Luco N, Ellingwood BR, Hamburger RO, Hooper JD, Kinball JK, Kircher CA (2007) Risk targeted versus current seismic design maps for the coterminous United States. In: Structural engineers association of California 2007 convention proceedings, pp 163–175

    Google Scholar 

  11. McGuire RK (1995) Probabilistic seismic hazard analysis and design earthquakes, closing the loop. Bull Seismol Soc Am 85(5):1275–1284

    Google Scholar 

  12. Partono W, Prabandiyani SPR, Irsyam M, Maarif S (2016) Seismic microzonation of semarang Indonesia based on site response analysis using 30 m soil deposit model. Jurnal Teknologi 78(8–5):31–38

    Google Scholar 

  13. Pusat Studi Gempa Nasional (PUSGEN) (2017) Peta Sumber dan Bahaya Gempa Indonesia Tahun 2017. Pusat Litbang Perumahan dan Pemukiman, Kementerian Pekerjaan Umum dan Perumahan Rakyat (National Center for Earthquake Studies. Indonesian Seismic Sources and Seismic Hazard Maps 2017. Center for Research and Development of Housing and Resettlement, Ministry of Public Works and Human Settlements), pp 1–377. ISBN 978-602-5489-01-3

    Google Scholar 

  14. Sengara IW, Irsyam M, Sidi ID, Mulia A, Asrurifak M, Hutabarat D (2015) Development of risk-targeted ground motions for Indonesian earthquake resistance building code SNI 1726-2012. In: 12th international conference on applications of statistics and probability in civil engineering, ICASP12, Vancouver, Canada, 12–15 July

    Google Scholar 

  15. SNI 1726:2012 (2012) Tata Cara Perencanaan Ketahanan Gempa untuk Struktural Bangunan Gedung dan Non Gedung (Seismic resistance design codes for building and other structures), Jakarta, pp 1–138

    Google Scholar 

  16. Stewart JA, Seyhan E (2013) Semi-empirical nonlinear site amplification and its application in NEHRP site factors. Pacific earthquake engineering research center (PEER) Report 2013/13. University of California, Berkelay, Nov 2013

    Google Scholar 

  17. Youngs RR, Chiou SJ, Silva WJ, Humphrey JR (1997) Strong ground motion attenuation relationships for subduction zone earthquakes. Seismol Res Lett 68(1):58–73

    Article  Google Scholar 

  18. Zhao JX, Irikura K, Zhang J, Fukuzima Y, Sommerville PG, Asano A, Ohno Y, Oouchi T, Takahashi T, Ogawa H (2006) An empirical site-classification method for strong-motion stations in Japan H/V response spectral ratio. Bull Seismol Soc Am 96(3):914–925

    Article  Google Scholar 

Download references

Acknowledgements

This research was financially supported by The Faculty of Engineering, Diponegoro University, Indonesia trough Strategic Research Grant 2019. The Author also would like to thank to the Ministry of Public Works and Human Settlements Indonesia and National Center for Earthquake Studies (PUSGEN) for providing data and technical supports during the development of this research. The Author would like to express the deepest appreciation to Jaya Contractor for providing geotechnical data and geotechnical investigation.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Windu Partono .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Partono, W. et al. (2020). Seismic Hazard Analysis Study of New Semarang International Airport Due to Shallow Crustal Fault Earthquake Scenario. In: Mohamed Nazri, F. (eds) Proceedings of AICCE'19. AICCE 2019. Lecture Notes in Civil Engineering, vol 53. Springer, Cham. https://doi.org/10.1007/978-3-030-32816-0_15

Download citation

  • DOI: https://doi.org/10.1007/978-3-030-32816-0_15

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-32815-3

  • Online ISBN: 978-3-030-32816-0

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics