Top

Geotechnical and Geological Engineering

Published in:

23-05-2020 | Original Paper

Seismic Hazard Vulnerability of Bengkulu City, Indonesia, Based on Deterministic Seismic Hazard Analysis

Author: Lindung Zalbuin Mase

Published in: Geotechnical and Geological Engineering | Issue 5/2020

Activate our intelligent search to find suitable subject content or patents.

search-config

AI-assisted search

Off

Abstract

Bengkulu City is one of cities in Indonesia, which is located on the west coastline of Sumatra. Within last two decades, Bengkulu City had undergone at least two large earthquakes with magnitudes ≥ M_w 7.0. This paper presents a study of deterministic seismic hazard for Bengkulu City. The hazard analysis is initiated by determining the controlling earthquake. Site investigation results are also studied for seismic ground response analysis. Analysis is performed by propagating seismic wave to investigate seismic behaviour during earthquake. Three parameters including peak ground acceleration, spectral acceleration at 0.2 s (SA at 0.2 s), and spectral acceleration at 1 s (SA at 1 s) are analysed to generate seismic hazard maps. In general, this study could help people to understand seismic hazard in Bengkulu City. The results also could recommend local engineers to consider earthquake in structural design and spatial plan in Bengkulu City.

previous article Micromechanical Exploration of the Lade–Duncan Yield Surface by the Discrete Element Method

next article A Parametric Study on the Evolution of Cyclic Clay-Pile Interface Friction for Large Numbers of Cycles

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

über 102.000 Bücher
über 537 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Finance + Banking
Management + Führung
Marketing + Vertrieb
Maschinenbau + Werkstoffe
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

inform now

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 390 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Maschinenbau + Werkstoffe

Jetzt Wissensvorsprung sichern!

inform now

Atkinson GM, Boore DM (2003) Empirical ground-motion relations for subduction zone earthquakes and their application to Cascadia and other regions. Bull Seismol Soc Am 93(4):1703–1729. https://doi.org/10.1785/0120020156CrossRef

Ambikapathy A, Catherine JK, Gahalut VK, Narsiah M, Bansal A, Mahesh P (2010) The 2007 Bengkulu earthquake, its rupture model and implications for seismic hazard. J Earth Syst Sci 119(4):553–560. https://doi.org/10.1007/s12040-010-0037-2CrossRef

ASCE SEI 7-10 2010 Minimum design for buildings and other structure ASCE structural engineering institute virginia, USA

Abrahamson NA, Silva WJ, Kamai R (2014) Summary of the ASK14 ground motion relation for active crustal regions. Earthq Spectra 30(3):1025–1055. https://doi.org/10.1193/070913EQS198MCrossRef

Adampira M, Alielahi H, Panji M, Koohsari H (2015) Comparison of equivalent linear and nonlinear methods in seismic analysis of liquefiable site response due to near-fault incident waves: a case study. Arab J Geosci 8(5):3103–3118. https://doi.org/10.1007/s12517-014-1399-6CrossRef

Bandyopadhyay S, Sengupta A, Reddy GR (2019) Development of correlation between SPT-N value and shear wave velocity and estimation of non-linear seismic site effects for soft deposits in Kolkata city. Geomech Geoeng. https://doi.org/10.1080/17486025.2019.1640898CrossRef

Bird P, Kagan YY, Jackson DD (2002) Plate tectonics and earthquake potential of spreading ridges and oceanic transform faults. In: Stein S, Freymueller JT (eds) Plate boundary zones. American Geophysical Union, Washington D.C., pp 203–218

Boore DM, Stewart JP, Seyhan E, Atkinson GM (2014) NGA-West2 equations for predicting PGA, PGV, and 5% damped PSA for shallow crustal earthquakes. Earthq Spectra 30(3):1057–1085. https://doi.org/10.1193/070113EQS184MCrossRef

Campbell KW (1997) Empirical near-source attenuation relationships for horizontal and vertical components of peak ground acceleration, peak ground velocity, and pseudo-absolute acceleration response spectra. Seismol Res Lett 68(1):154–179. https://doi.org/10.1785/gssrl.68.1.154CrossRef

Campbell KW, Bozorgnia Y (2014) NGA-West2 ground motion model for the average horizontal components of PGA, PGV, and 5% damped linear acceleration response spectra. Earthq Spectra 30(3):1087–1115. https://doi.org/10.1193/062913EQS175MCrossRef

Chiou BSJ, Youngs RR (2014) Update of the Chiou and Youngs NGA model for the average horizontal component of peak ground motion and response spectra. Earthq Spectra 30(3):1117–1153. https://doi.org/10.1193/072813EQS219MCrossRef

Dahle A, Climent A, Taylor W, Bungum H, Santos P, Real MC, Linholm C, Strauch W, Segura F (1995) New spectral strong motion attenuation models for central America. In: Proceedings of the fifth international conference on seismic zonation, Nice, France

Farid M, Hadi AI (2018) Measurement of shear strain in map liquefaction area for earthquake mitigation in Bengkulu City. Telkomnika 16(4):1597–1606. https://doi.org/10.12928/telkomnika.v16i4.8043CrossRef

Farid M, Mase LZ (2020) Implementation of seismic hazard mitigation on the basis of ground shear strain indicator for spatial plan of Bengkulu City. Indones Int J Geomate 18(69):199–207. https://doi.org/10.21660/2020.69.24759CrossRef

Hwang H, Huo JR (1997) Attenuation relations of ground motion for rock and soil sites in eastern United States. Soil Dyn Earthq Eng 16(6):363–372. https://doi.org/10.1016/S0267-7261(97)00016-XCrossRef

Hashash YMA, Musgrove MI, Harmon JA. Groholski DR. Phillips CA, Park D (2016) DEEPSOIL 6.1 User Manual. University of Illinos at Urbana-Champaign, USA

Idini B, Rojas F, Ruiz S, Pastén C (2017) Ground motion prediction equations for the chilean subduction zone. Bull Earthq Eng 15(5):1853–1880. https://doi.org/10.1007/s10518-016-0050-1CrossRef

Jakka RS, Roy N (2012) Effect of uncertainty of bedrock type & its location on seismic site characterization. In: Proceedings of indian geotechnical conference pp 1029–1032, Delhi, India

Kramer SL (1996) Geotechnical earthquake engineering. Prentice Hall, New Jersey

Kataoka S, Satoh T, Matsumoto S, Kusakabe T (2006) Attenuation relationships of ground motion intensity using short period level as a variable. J Struct Earthq Eng 62(4):740–757. https://doi.org/10.2208/jsceja.62.740CrossRef

McCaffrey R (1992) Oblique plate convergence, slip vectors, and forearc deformation. J Geophys Res: Solid Earth 97(6):8905–8915. https://doi.org/10.1029/92JB00483CrossRef

Matasovic N (1993) Seismic response of composite horizontally-layered soil deposits. Ph.D. dissertation, Department of civil engineering, University of California, Los Angeles, USA

McCaffrey R (2009) The tectonic framework of the Sumatran subduction zone. Annu Rev Earth Planet Sci 37(1):345–366. https://doi.org/10.1146/annurev.earth.031208.100212CrossRef

Mase LZ (2017a) Liquefaction potential analysis along coastal area of Bengkulu Province due to the 2007 M_w 8.6 Bengkulu earthquake. J Eng Technol Sci 49(6):721–736. https://doi.org/10.5614/Fj.eng.technol.sci.2017.49.6.2CrossRef

Mase LZ (2017b) Shaking table test of soil liquefaction in Southern Yogyakarta. Int J Technol 8(4):747–760. https://doi.org/10.14716/ijtech.v8i4.9488CrossRef

Mase LZ, Likitlersuang S, Tobita T (2018) Non-linear site response analysis of soil sites in Northern Thailand during the M_w 6.8 Tarlay earthquake. Eng J 22(3):291–303. https://doi.org/10.4186/ej.2018.22.3.291CrossRef

Mase LZ (2018a) One dimensional site response analysis of liquefaction potential along coastal area of Bengkulu City. Indones Civil Eng Dimens 20(2):57–69. https://doi.org/10.9744/ced.20.2.57-69CrossRef

Mase LZ (2018b) Reliability study of spectral acceleration designs against earthquakes in Bengkulu city. Indones Int J Technol 9(5):910–924. https://doi.org/10.14716/ijtech.v9i5.621CrossRef

Mase LZ (2018c) Seismic response analysis along the coastal area of Bengkulu during the september 2007 earthquake. Makara J Technol 22(1):37–45. https://doi.org/10.7454/mst.v22i1.3457CrossRef

McCloskey J, Lange D, Tilmann F, Nalbant SS, Bell AF, Natawidjaja DH, Rietbrock A (2010) The september 2009 Padang earthquake. Nat Geosci 3(2):70–71. https://doi.org/10.1038/ngeo753CrossRef

Meteorological, Climatological, and Geophysical Agency (BMKG) (2018) Earthquake data of Bengkulu Province, Jakarta, Indonesia https://www.bmkg.go.id/

Miller RD, Xia J, Park CB, Ivanov J (1999) Using masw to map bedrock in olathe, kansas (expanded abstract). Soc Explor Geophys 1(1):433–436. https://doi.org/10.1190/1.1821045CrossRef

Misliniyati R, Mase LZ, Irsyam M, Hendriawan H, Sahadewa A (2019) Seismic response validation of simulated soil models to vertical array record during a strong earthquake. J Eng Technol Sci 51(6):772–790. https://doi.org/10.5614/j.eng.technol.sci.2019.51.6.3CrossRef

Natawidjaja DH, Sieh K, Chlieh M, Galetzka J, Suwargadi BW, Cheng H, Edward RL, Avouac JP, Ward SN (2006) Source parameters of the great Sumatran megathrust earthquakes of 1797 and 1833 inferred from coral microatolls. J Geophys Res: Solid Earth 111(B6):403–440. https://doi.org/10.1029/2005JB004025CrossRef

Natawidjaja DH, Triyoso W (2007) The Sumatran fault zone-from source to hazard. J Earthq Tsunami 1(1):21–47. https://doi.org/10.1142/S1793431107000031CrossRef

National Earthquake Hazards Reduction Program (NEHRP) (1998) Recommended provisions for seismic regulation for new building and other structure, 1997 edition, Part 1-provisions, Part 2-commentary. Washington D. C., USA: FEMA 302

Natural Disaster Agency of Bengkulu Province (BPBD) (2018) Geological map of Bengkulu City, Indonesia, Natural Disaster Agency of Bengkulu Province (BPBD). Bengkulu, Indonesia

Pacific earthquake engineering research or PEER (2018) Earthquake database. Pacific earthquake engineering research. https://peer.berkeley.edu

Pezeshk S, Zandieh A, Tavakoli B (2011) Hybrid empirical ground-motion prediction equations for Eastern North America using NGA models and updated seismological parameters. Bull Seismol Soc Am 101(4):1859–1870. https://doi.org/10.1785/0120100144CrossRef

Puteri DM, Affandi AK, Sailah S, Hudayat N, Zawawi MK (2019) Analysis of peak ground acceleration (PGA) using the probabilistic seismic hazard analysis (PSHA) method for Bengkulu earthquake of 1900–2017 period. J Phys: Conf Ser 1282(1):012054–012064. https://doi.org/10.1088/1742-6596/1282/1/012054CrossRef

Reiter L (1991) Earthquake hazard analysis: issues and insights. Columbia University Press, New York

Seed HB, Idriss IM (1991) Soil moduli and damping factors for dynamic response analyses. Earthquake engineering research centre report EERC. Berkeley, California

Shoushtari AV, Adnan AB, Zare M (2016) On the selection of ground-motion attenuation relations for seismic hazard assessment of the Peninsular Malaysia Region due to distant Sumatran subduction intraslab earthquakes. Soil Dyn Earthq Eng 82(1):123–137. https://doi.org/10.1016/j.soildyn.2015.11.012CrossRef

Sieh K, Natawidjaja DH (2000) Neotectonics of the Sumatran fault, Indonesia. J Geophys Res: Solid Earth 105(B12):28295–28326. https://doi.org/10.1029/2000JB900120CrossRef

Sieh K (2007) The Sunda megathrust-past, present and future. J Earthq Tsunami 1(1):1–19. https://doi.org/10.1142/S179343110700002XCrossRef

SNI 03-1726-2012 (2012) Standard of earthquake resistance design for building. National standard agency Jakarta, Indonesia

Tjokrodimuljo K (2000) Earthquake engineering. Gadjah Mada University Press, Yogyakarta

Toro GR (2002) Modification of the Toro et al. (1997) attenuation equations for large magnitudes and short distances, Risk Eng. Inc, Colorado, USA

Vucetic M, Dobry R (1991) Effect of soil plasticity on cyclic response. J Geotech Eng 117(1):89–107. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:1(89)CrossRef

Widiwijayanti C, Déverchère J, Louat R, Sébrier M, Harjono H, Diament M, Hidayat D (1996) Aftershock sequence of the 1994, M_w 6.8, Liwa earthquake (Indonesia): seismic rupture process in a volcanic arc. Geophys Res Lett 23(21):3051–3054. https://doi.org/10.1029/96GL02048CrossRef

Wood HO, Neumann F (1931) Modified mercalli intensity scale of 1931. Bull Seismol Soc Am 21(4):277–283

Yoshida N (2015) Seismic ground response analysis. Springer, LondonCrossRef

Title: Seismic Hazard Vulnerability of Bengkulu City, Indonesia, Based on Deterministic Seismic Hazard Analysis
Author: Lindung Zalbuin Mase
Publication date: 23-05-2020
Publisher: Springer International Publishing
Published in: Geotechnical and Geological Engineering / Issue 5/2020
Print ISSN: 0960-3182
Electronic ISSN: 1573-1529
DOI: https://doi.org/10.1007/s10706-020-01375-6

Springer Professional

Abstract

Please log in to get access to your license.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Springer Professional "Technik"

Other articles of this Issue 5/2020

Influence of Forepoling Umbrella on the Settlements Induced by Shallow Urban Tunneling

Compressibility and the Effects of Structure of Tropical Clay in Incremental Loading Oedometer Tests

Experimental Study on Ultra-low Friction Effect of Granite Block Under Coupled Static and Dynamic Loads

Analytical and Numerical Stability Analysis of Road Cut Slopes in Garhwal Himalaya, India

Experimental Study on Compression Characteristics of Gangue Grouting Filling Materials

Effects of Cyclic Variations of Pore Pressure on the Behaviour of a Gneiss Residual Soil