Probabilistic seismic hazard assessment for Iraq

被引:0
作者
Wathiq Abdulnaby
Tuna Onur
Rengin Gök
Ammar M. Shakir
Hanan Mahdi
Haydar Al-Shukri
Nazar M.S. Numan
Najah A. Abd
Hussein K. Chlaib
Taher H. Ameen
Ali Ramthan
机构
[1] University of Basrah,Seismological Laboratory of University of Basrah (SLUB), Department of Geology, College of Sciences
[2] Onur Seemann Consulting,General Directorate of Education
[3] Inc.,undefined
[4] Lawrence Livermore National Laboratory,undefined
[5] University of Baghdad,undefined
[6] University of Arkansas at Little Rock,undefined
[7] American University of Kurdistan,undefined
[8] University of Sumer,undefined
[9] University of Sulaymaniyah,undefined
[10] Thi-Qar Governorate,undefined
来源
Journal of Seismology | 2020年 / 24卷
关键词
Probabilistic seismic hazard assessment; Building code; Ground-motion attenuation; Seismicity; Earthquake catalog; Iraq;
D O I
暂无
中图分类号
学科分类号
摘要
Probabilistic seismic hazard assessments (PSHA) form the basis for calculating seismic loads in most contemporary seismic provisions in building codes around the world. The current building code of Iraq, which was published in 1997, is currently undergoing a significant engineering update. This study was undertaken in order to support the building code update and to satisfy the need in Iraq for a contemporary assessment of seismic hazard in terms of spectral accelerations. Seismic source characterization largely relies on a newly compiled earthquake catalog since sufficiently detailed information is not available on active faulting in the country even though there are numerous known active faults. There is also a lack of locally recorded strong-motion data. As a result, we make use of attenuation tomography studies in the region to compare local attenuation characteristics with that in other parts of the world where ground-motion prediction equations are available for use in PSHA. For most of the country, the attenuation of 1HzLg waves indicates an attenuation rate that is slower than active tectonic regions but faster than stable continental regions. Hence, we use ground-motion prediction equations from active tectonic and stable continental regions, weighted equally. The PSHA results are presented for a 2% chance of being exceeded in 50 years and on a reference ground condition of the National Earthquake Hazards Reduction Program (NEHRP) site class B. The probability level and reference ground conditions were selected to be consistent with the update of Iraq’s building code. The largest hazard, and consequently the design ground motions, is in the northern cities of Sulaymaniyah and Erbil, consistent with the fact that they are the two urban areas closest to major tectonic features to the north and east of Iraq. Additionally, the Badra–Amarah fault zone is a significant contributor to seismic hazard in the country; therefore, urban areas near it exhibit high seismic hazard.
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页码:595 / 611
页数:16
相关论文
共 127 条
  • [1] Abdulnaby W(2014)Stress patterns in northern Iraq and surrounding regions from formal stress inversion of earthquake focal mechanism solutions Pure Appl Geophys 171 2137-2153
  • [2] Mahdi H(2016)Seismotectonics of Badra-Amarah fault, Iran-Iraq border IOSR J Appl Geol Geophys (IOSR-JAGG) 4 27-33
  • [3] Al-Shukri H(2014)Summary of the ASK14 ground motion relation for active crustal regions Earthquake Spectra 30 1025-1055
  • [4] Numan NMS(2004)Regional seismic wave propagation (LG AND SN) and PN attenuation in the Arabian Plate and surrounding regions Geophys J Int 157 775-795
  • [5] Abdulnaby W(1978)The relocation of epicenters in Iran Geophys J R Astron Soc 53 117-121
  • [6] Mahdi M(2001)Reassessment of earthquakes, 1900–1999, in the eastern Mediterranean and the Middle east Geophys J Int 145 471-485
  • [7] Al-Mohmed R(2005)Probabilistic seismic hazard assessment for Iraq using complete earthquake catalog files Pure Appl Geophys 162 951-966
  • [8] Mahdi H(2013)EQHAZ: an open-source probabilistic seismic-hazard code based on the Monte Carlo simulation approach Seismol Res Lett 84 516-524
  • [9] Abrahamson NA(2014)NGA-West2 equations for predicting PGA, PGV, and 5% damped PSA for shallow crustal earthquakes Earthquake Spectra 30 1057-1085
  • [10] Silva WJ(2014)NGA-WEST2 ground motion model for the average horizontal components of PGA, PGV, and 5% damped linear acceleration response spectra Earthquake Spectra 30 1087-1115