Prediction of Damage Intensity Level Distribution in Bengkulu City, During the Mw 8.6 Bengkulu-Mentawai Earthquake in 2007, Indonesia

被引:7
作者
Mase, Lindung Zalbuin [1 ,2 ]
Wahyuni, Mira Sintia [1 ]
Hardiansyah, Arifan Jaya [1 ]
Syahbana, Arifan Jaya [2 ]
机构
[1] Univ Bengkulu, Fac Engn, Dept Civil Engn, Bengkulu, Indonesia
[2] Natl Res & Innovat Agcy, Res Ctr Geol Hazard, Bandung, Indonesia
关键词
Earthquake; Site effect; Damage intensity level; Ground motion; AVERAGE HORIZONTAL COMPONENT; GROUND-MOTION; ATTENUATION RELATIONS; SITE-CLASSIFICATION; BUILDING DAMAGE; DAMPED PSA; EQUATIONS; PGA; SELECTION; MODEL;
D O I
10.1007/s40515-023-00306-1
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A great earthquake, called the M-w 8.6 Bengkulu-Mentawai Earthquake, occurred and damaged the capital city of Bengkulu Province, i.e., Bengkulu City. This study analysed the distribution of damage intensity levels during the earthquake based on ground motion prediction and site conditions in Bengkulu City. This study is initiated by collecting information related to the earthquake's epicentre. Sites with their V-s30 based on previous studies are collected. The ground motion prediction on each site is calculated using the most suitable attenuation model for Bengkulu City. Furthermore, the damage intensity level is predicted based on ground motion prediction. Maps of damage intensity level and peak ground acceleration are presented. The results show that peak ground acceleration during the earthquake is observed to vary from 0.18 to 0.46 g. The earthquake's damage could be defined as a scale of VIII to X. The prediction of damage intensity level is generally consistent with field evidence found during the earthquake. In general, this study's results suggest that the local government enforce seismic design codes for buildings structures to minimise the earthquake impact in the study area.
引用
收藏
页码:769 / 793
页数:25
相关论文
共 57 条
[1]  
Abrahamson NA, 2014, EARTHQ SPECTRA, V30, P1025, DOI [10.1193/062913EQS198M, 10.1193/070913EQS198M]
[2]   Ground Motion to Intensity Conversion Equations for Iran [J].
Ahmadzadeh, Somayeh ;
Doloei, Gholam Javan ;
Zafarani, Hamid .
PURE AND APPLIED GEOPHYSICS, 2020, 177 (11) :5435-5449
[3]   Availability of seismic vulnerability index (Kg) in the assessment of building damage in Van, Eastern Turkey [J].
Akkaya, Ismail .
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2020, 19 (01) :189-204
[4]   Comparative response of Kashmir Basin and its surroundings to the earthquake shaking based on various site effects [J].
Ali, Umair ;
Ali, Syed Ahmad .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2020, 132
[5]   Probabilistic methods for the estimation of potential seismic damage: Application to reinforced concrete buildings in Turkey [J].
Askan, A. ;
Yucemen, M. S. .
STRUCTURAL SAFETY, 2010, 32 (04) :262-271
[6]   The Intensity of Ground Motions from Induced Earthquakes with Implications for Damage Potential [J].
Atkinson, Gail M. .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2020, 110 (05) :2366-2379
[7]   Empirical ground-motion relations for subduction-zone earthquakes and their application to Cascadia and other regions [J].
Atkinson, GM ;
Boore, DM .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2003, 93 (04) :1703-1729
[8]  
Badan Meteorologi Kimatologi dan Geofisika (BMKG), 2007, GRAPH INF BENGK MENT
[9]   Pan-European ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods up to 3.0 s using the RESORCE dataset (vol 12, pg 391, 2014) [J].
Bindi, D. ;
Massa, M. ;
Luzi, L. ;
Ameri, G. ;
Pacor, F. ;
Puglia, R. ;
Augliera, P. .
BULLETIN OF EARTHQUAKE ENGINEERING, 2014, 12 (01) :431-448
[10]  
Boen T., 2007, SEMINAR EXHIBITION I