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

Journal of Engineering and Technological Sciences · Vol. 51 No. 4 (2019) · hlm. 501–515

DOI
10.5614/j.eng.technol.sci.2019.51.4.4
ISSN
2338-5502, 2337-5779
Terbit
2019-08-31
Penerbit
Directorate for Research and Community Services, Institut Teknologi Bandung
Bahasa
eng

Abstrak

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.

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  • Bandung Institute of Technology
  • Diponegoro University
  • Parahyangan Catholic University
  • University of Bengkulu
  • Universitas Syiah Kuala
  • Andalas University
  • National Institute of Science and Technology
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Rekan penulisOrganisasiArtikel bersama
Muhammad AsrurifakBandung Institute of Technology7
Endra SusilaBandung Institute of Technology5
In In WahdinyBandung Institute of Technology4
Fahmi AldiamarAfiliasi tidak diketahui3
Rena MisliniyatiUniversity of Bengkulu2
Iswandi ImranBandung Institute of Technology2
Delfebriyadi DelfebriyadiAndalas University2
Herwan DermawanBandung Institute of Technology2
Victor VictorDiponegoro University1
Windu PartonoDiponegoro University1
Undayani Cita SariDiponegoro University1
Hendriyawan HendriyawanBandung Institute of Technology1
Andhika SahadewaBandung Institute of Technology1
Andika SahadewaAfiliasi tidak diketahui1
Lindung Zalbuin MaseUniversity of Bengkulu1
Hendriawan HendriawanBandung Institute of Technology1
Shafira Annisa PutriBandung Institute of Technology1
Lindawati LindawatiBandung Institute of Technology1
Sugeng KrisnantoBandung Institute of Technology1
Rendy Dwi KartikoBandung Institute of Technology1
Arif Rahman Hakim SitepuBandung Institute of Technology1
Mohammad Anwar FathoniBandung Institute of Technology1
Ina Asha NurjanahBandung Institute of Technology1
Maudy Anisa FananiBandung Institute of Technology1
Alexander Wicaksono BudiartoBandung Institute of Technology1
Idrus Muhammad AlatasNational Institute of Science and Technology1
Sri WidiyantoroBandung Institute of Technology1
Afnimar AfnimarBandung Institute of Technology1
Mohamad RidwanBandung Institute of Technology1
Hiroaki YamanakaTokyo Institute of Technology1
Desiana VidayantiMercu Buana University1
Paulus Pramono RahardjoParahyangan Catholic University1

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Sumber metadata: OAI-PMH (metadata jurnal) https://journals.itb.ac.id/index.php/jets/oai, pertama di-harvest 9 Nov 2026, terakhir terlihat 9 Nov 2026.
Metadata asli (oai_dc) 
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	<dc:title xml:lang="en-US">Development of Nationwide Surface Spectral Acceleration Maps for Earthquake Resistant Design of Bridges Based on National Hazard Maps of Indonesia 2017</dc:title>
	<dc:creator>Mikhail, Reguel</dc:creator>
	<dc:creator>Irsyam, Masyhur</dc:creator>
	<dc:creator>Nazir, Ramli</dc:creator>
	<dc:creator>Asrurifak, Mohammad</dc:creator>
	<dc:creator>Hutapea, Bigman Marihat</dc:creator>
	<dc:creator>Rustiani, Siska</dc:creator>
	<dc:creator>Munirwansyah, Munirwansyah</dc:creator>
	<dc:creator>Sri Harninto, Dandung</dc:creator>
	<dc:subject xml:lang="en-US">bridge design</dc:subject>
	<dc:subject xml:lang="en-US">earthquake</dc:subject>
	<dc:subject xml:lang="en-US">hazard map</dc:subject>
	<dc:subject xml:lang="en-US">Indonesia</dc:subject>
	<dc:subject xml:lang="en-US">surface acceleration</dc:subject>
	<dc:description xml:lang="en-US">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 &amp;amp; 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.</dc:description>
	<dc:publisher xml:lang="en-US">Directorate for Research and Community Services, Institut Teknologi Bandung</dc:publisher>
	<dc:date>2019-08-31</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://journals.itb.ac.id/index.php/jets/article/view/9933</dc:identifier>
	<dc:identifier>10.5614/j.eng.technol.sci.2019.51.4.4</dc:identifier>
	<dc:source xml:lang="en-US">Journal of Engineering and Technological Sciences; Vol. 51 No. 4 (2019); 501-515</dc:source>
	<dc:source>2338-5502</dc:source>
	<dc:source>2337-5779</dc:source>
	<dc:source>10.5614/j.eng.technol.sci.2019.51.4</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://journals.itb.ac.id/index.php/jets/article/view/9933/pdf_2</dc:relation>
</oai_dc:dc>