Development of Nationwide Surface Spectral Acceleration Maps for Earthquake Resistant Design of Bridges Based on National Hazard Maps of Indonesia 2017

Main Authors: Mikhail, Reguel; Geotechnical Engineering Research Group, Faculty of Civil and Enviromental Engineering, Institut Teknologi Bandung, Jalan Ganesa 10, Bandung 40132,, Irsyam, Masyhur; Geotechnical Engineering Research Group, Faculty of Civil and Enviromental Engineering, Institut Teknologi Bandung, Jalan Ganesa 10, Bandung 40132,, Nazir, Ramli; Centre of Tropical Geoengineering (GEOTROPIK), Faculty of Engineering, Universiti Teknologi Malaysia, UTM Johor Bahru, 81310 Skudai, Johor, Asrurifak, Mohammad; Research Center for Disaster Mitigation, Institut Teknologi Bandung, Jalan Ganesa 10, Bandung 40132,, Hutapea, Bigman Marihat; Geotechnical Engineering Research Group, Faculty of Civil and Enviromental Engineering, Institut Teknologi Bandung, Jalan Ganesa 10, Bandung 40132,, Rustiani, Siska; Department of Civil Engineering, Catholic University of Parahyangan, Jalan Ciumbuleuit No. 94, Bandung, Munirwansyah, Munirwansyah; Department of Civil Engineering, University of Syiah Kuala, Jalan Tengku Hasan Krueng Kalee, Kopelma Darussalam, Syiah Kuala, Banda Aceh 23111, Sri Harninto, Dandung; ndonesian Society for Geotechnical Engineering (HATTI), Jalan Warung Jati Barat Raya No.75, Jakarta 12740,
Format: Article info application/pdf eJournal
Bahasa: eng
Terbitan: ITB Journal Publisher, LPPM ITB , 2019
Subjects:
Online Access: http://journals.itb.ac.id/index.php/jets/article/view/9933
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Daftar Isi:
  • Spectral acceleration at the ground surface, including peak ground acceleration, provides essential information for earthquake resistant design and must be provided to bridge engineers in easily accessible media. Spectra acceleration maps are one way to deliver such information, but unfortunately the most recent Indonesian earthquake resistant design standard for bridges, SNI 2833-2016, only provides maps of earthquake hazard at bedrock. The development of earthquake acceleration maps at the ground surface for Indonesia in this study was based on earthquake hazard maps at bedrock with probability of exceedance (PE) 7% in 75 years, i.e. equal to an earthquake with a return period of 1034 years. Site conditions were adopted from the nationwide Vs30 map of Indonesia proposed by Irsyam (2017), which is a modified version of the Vs30 map proposed by Imamura & Furuta (2015). Site conditions combined with hazard value were used to determine the amplification factors according to the criteria in SNI 2833-2016 and then multiplied with hazard at bedrock to obtain surface spectra acceleration maps. The resulting maps are very useful for determining earthquake loads for bridge design at the preliminary design stage. Improvements to incorporate more advanced calculation methods and updated data in a future research are recommended and very feasible.