Deterministic seismic hazard assessment for Sultanate of Oman

被引:0
作者
A. Deif
I. El-Hussain
K. Al-Jabri
N. Toksoz
S. El-Hady
S. Al-Hashmi
K. Al-Toubi
Y. Al-Shijbi
M. Al-Saifi
机构
[1] Sultan Qaboos University,Earthquake Monitoring Center
[2] Sultan Qaboos University,Department of Civil and Architectural Engineering
[3] Massachusetts Institute of Technology,Faculty of Earth Science, Geophysics Department
[4] National Research Institute of Astronomy and Geophysics,undefined
[5] King Abdulaziz University,undefined
来源
Arabian Journal of Geosciences | 2013年 / 6卷
关键词
Oman; Deterministic seismic hazard; Ground motion; Seismotectonic model;
D O I
暂无
中图分类号
学科分类号
摘要
The Sultanate of Oman forms the southeastern part of the Arabian plate, which is surrounded by relatively high active tectonic zones. Studies of seismic risk assessment in Oman have been an important on-going socioeconomic concern. Using the results of the seismic hazard assessment to improve building design and construction is an effective way to reduce the seismic risk. In the current study, seismic hazard assessment for the Sultanate of Oman is performed through the deterministic approach with particular attention on the uncertainty analysis applying a recently developed method. The input data set contains a defined seismotectonic model consisting of 26 seismic zones, maximum magnitudes, and 6 alternative ground motion prediction equations that were used in four different tectonic environments: obduction zone earthquake (Zagros fold thrust belt), subduction zone earthquakes (Makran subduction zones), normal and strike-slip transform earthquakes (Owen and Gulf of Aden zones), and stable craton seismicity (Arabian stable craton). This input data set yielded a total of 76 scenarios at each point of interest. A 10 % probability that any of the 76 scenarios may exceed the largest median ground acceleration is selected. The deterministic seismic hazards in terms of PGA, 5 % damped spectral acceleration at 0.1, 0.2, 1.0 and 2.0 s are performed at 254 selected points. The ground motion was calculated at the 50th and 84th percentile levels for selected probability of exceeding the median value. The largest ground motion in the Sultanate of Oman is observed in the northeastern part of the country.
引用
收藏
页码:4947 / 4960
页数:13
相关论文
共 71 条
[1]  
Abrahamson NA(2000)State of the practice of seismic hazard evaluation Proc GeoEng 2000 1 659-685
[2]  
Abrahamson NA(1997)Empirical response spectra attenuation relations for shallow crustal earthquakes Seismol Res Lett 68 94-127
[3]  
Silva WJ(1975)Geological criteria for evaluating seismicity Geol Soc Am Bull 86 1041-1075
[4]  
Allen CR(1997)Surface-wave magnitude calibration for European region earthquakes J Earthq Eng 1 1-22
[5]  
Ambraseys NN(1996)The prediction of horizontal reponse spectra in Europe Earthquake Eng Struct Dyn 25 371-400
[6]  
Free MW(2003)Empirical ground-motion relations for subduction-zone earthquakes and their application to Cascadia and other regions Bull Seismol Soc Am 93 1703-1729
[7]  
Ambraseys NN(2006)Earthquake ground-motion prediction equations for Eastern North America Bull Seismol Soc Am 96 2181-2205
[8]  
Simpson KA(2006)Relationships between median values and between aleatory variabilities for different definitions of the horizontal component of motion Bull Seismol Soc Am 96 1512-1522
[9]  
Bommer JJ(2004)The challenge of defining upper bounds on earthquake ground motions Seism Res Letts 75 82-95
[10]  
Atkinson GM(2005)On the use of logic trees for ground-motion prediction equations in seismic hazard analysis Bull Seismol Soc Am 95 377-389