Impact of source characterization, structure, and building type on the shape of macroseismic region of 1990 7.3 Mw Rudbar, Iran earthquake

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Najmeh Ajorlou, Abdolreza Ghods
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Abstract

The 1990 Mw 7.3 Rudbar, Iran earthquake occurred along an 80 km long, nearly vertical left-lateral strike-slip fault, yet produced a macroseismic region strongly asymmetrical along and across the fault. Preliminary macroseismic map of the Rudbar earthquake reveals a larger macroseismic region east of the fault compared to the west, with a narrower macroseismic zone north of the NW-SE trending fault. This study performs a forensic analysis of this event, using detailed historical data to investigate the physical processes, namely source effects, seismic wave propagation, and building typology, that controlled the observed damage patterns. Understanding these factors provides crucial insights into earthquake physics, which are fundamental for improving the physical basis of future seismic hazard and risk assessments. To investigate the asymmetries, we used the detailed statistics of destroyed and damaged buildings and human fatalities to produce maps of the percentage of destroyed and damaged buildings and fatality rate. The maps are generally in agreement with the preliminary macroseismic map and show a clear correlation between the region with damaged buildings and the topography. The relocated Rudbar seismic cluster shows a mostly SE-trending directivity. The directivity combined with a larger release of seismic moment in the eastern segment of the Rudbar fault caused the along-fault strike asymmetry of the macroseismic and building damage maps. The correlation between building damage and topography may result from higher attenuation of high-frequency seismic waves in the plains with thick, soft sedimentary cover surrounding the Alborz Mountains. Building type also contributed to the across-fault asymmetry, with lighter roofing in the northern hills of Alborz reducing susceptibility to shaking. The extension of damage along the Sefidrud River may reflect high-frequency seismic wave amplification at the valley edges, where the soft sedimentary cover is thin.
1990年伊朗鲁德巴7.3 Mw地震震源特征、结构和建筑类型对大震区形态的影响
1990年伊朗鲁德巴7.3级地震发生在一条长80公里、几乎垂直的左旋走滑断层上,但在断层上和断层上产生了一个强烈不对称的大地震区。Rudbar地震的初步宏观地震图显示,断层东部的宏观地震带较大,而NW-SE向断层北部的宏观地震带较窄。本研究对该事件进行了法医分析,使用详细的历史数据来调查控制观测到的破坏模式的物理过程,即震源效应、地震波传播和建筑类型。了解这些因素可以为地震物理学提供重要的见解,这对于改善未来地震危害和风险评估的物理基础至关重要。为了研究这种不对称性,我们使用了被毁和损坏的建筑物和人类死亡人数的详细统计数据来制作被毁和损坏的建筑物百分比和死亡率的地图。这些地图与初步的宏观地震图基本一致,并显示出建筑物受损区域与地形之间的明确相关性。重新定位的鲁德巴地震群的指向性以东南向为主。鲁巴断裂东段的指向性和较大的地震力矩释放,造成了宏观地震和建筑震害图沿断层走向的不对称性。建筑物破坏与地形的相关性可能是由于奥尔博斯山脉周围厚而软的沉积覆盖平原的高频地震波衰减较高。建筑类型也造成了断层间的不对称,奥尔博尔斯北部山丘的屋顶较轻,减少了对震动的敏感性。沿Sefidrud河的破坏扩展可能反映了山谷边缘的高频地震波放大,那里的软沉积盖层很薄。
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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