Advertisement

Development of Design Acceleration Response Spectrum for Building Based on New Indonesian Seismic Hazard Maps 2017

  • Windu PartonoEmail author
  • Masyhur Irsyam
  • I. Wayan Sengara
  • Asrurifak
  • Frida Kistiani
  • Undayani Cita Sari
Conference paper
Part of the Lecture Notes in Civil Engineering book series (LNCE, volume 53)

Abstract

Research and development of Indonesian Seismic Hazard Maps in 2017 (IHSM-2017) have a direct impact on the development of seismic resistance code for building design in Indonesia. The development of new Indonesian seismic code for building and non-building design is still on-going, following the development of ASCE/SEI 7-16. This paper describes the development of design acceleration response spectrum (DARS) for building design. DARS-2019 is developed following the same method describes in the Indonesian seismic code [9] and ASCE/SEI 7-16. The study for developing DARS-2019 was performed at 35 cities in Central Java and Yogyakarta Provinces, Indonesia. A comparative study with 2012 seismic code (DARS-2012) was also performed in this study to evaluate the improvement of the DARS at those 35 cities. The analysis was performed for three different site soil classes (hard soil/SC, medium soil/SD and soft soil/SE). The purpose of this study is to evaluate the direct impact of the new ISHM-2017 on DARS-2019. Based on the analysis conducted at 35 cities, the improvement of DARS-2019 compared to DARS-2012 for site classes SC, SD and SE are less than 0.1 g except for site class SC at five cities located close to Opak fault trace.

Keywords

Hazard map Seismic code Acceleration spectrum Site soil class 

Notes

Acknowledgements

This research was financially supported by The Faculty of Engineering, Diponegoro University, Indonesia through 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.

References

  1. 1.
    ASCE/SEI 7-16 (2017) Minimum design loads and associated criteria for buildings and other structures. American Society of Civil Engineers (2017)Google Scholar
  2. 2.
    Fauzi UJ, Fauzi A, Ahmad F, Irsyam M, Toha FX, Hendriyawan (2011) Proposed long period transition map for new Indonesia earthquake resistance building code based on Indonesia seismic hazard map 2010. In: Proceedings of annual international conference Syah Kuala University, Banda Aceh, Indonesia, Nov 29–30Google Scholar
  3. 3.
    Jarallah HK, Taki ZNM (2017) A comparative study on the design spectra defined by several codes of practice on RC building located in Bagdad city. Al-Nahrain J Eng Sci 20(2):425–435Google Scholar
  4. 4.
    Luco N, Ellingwood BR, Hamburger RO, Hooper JD, Kinball JK, Kircher CA (2007) Risk targeted versus current seismic design maps for the coterminous United Sates. In: Structural engineers association of California 2007 convention proceedings, 163–175Google Scholar
  5. 5.
    Pusat Studi Gempa Nasional (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). ISBN 978-602-5489-01-3, pp 1–377Google Scholar
  6. 6.
    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, Juli 12–15Google Scholar
  7. 7.
    Smerzini C, Paolucii R, Galasso C, Iervolino I (2012) Engineering ground motion selection based on displacement-spectrum compatibility. In: Proceedings of the 15th world conference on earthquake engineering, Lisboa PT, paper no 2354Google Scholar
  8. 8.
    SNI 1726:2012 (2012) Tata Cara Perencanaan Ketahanan Gempa untuk Struktural Bangunan Gedung dan Non Gedung (Seismic Resistance Desugn Codes for Building and Other Structures), Jakarta, 2012, pp 1–138Google Scholar
  9. 9.
    Stewart JA, Seyhan E (2013) Semi-empirical nonlinear site amplification and its application in NEHRP site factors. In: Pasific Earthquake Engineering Research Center (PEER) report 2013/13. University of California, Berkelay, Nov 2013Google Scholar

Copyright information

© Springer Nature Switzerland AG 2020

Authors and Affiliations

  • Windu Partono
    • 1
    Email author
  • Masyhur Irsyam
    • 2
  • I. Wayan Sengara
    • 2
  • Asrurifak
    • 3
  • Frida Kistiani
    • 1
  • Undayani Cita Sari
    • 1
  1. 1.Engineering Faculty, Civil Engineering DepartmentDiponegoro UniversitySemarangIndonesia
  2. 2.Civil Engineering Department, Faculty of Civil and Environmental EngineeringBandung Institute of TechnologyBandungIndonesia
  3. 3.Research Center for Disaster Mitigation, Bandung Institute of TechnologyBandungIndonesia

Personalised recommendations