首页> 外文期刊>NRIAG Journal of Astronomy and Geophysics >Modeling of strong ground motion during the 1992 Cairo earthquake in the urban area northern Greater of Cairo, Egypt
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Modeling of strong ground motion during the 1992 Cairo earthquake in the urban area northern Greater of Cairo, Egypt

机译:埃及开罗北部大市区1992年开罗地震期间的强地面运动建模

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The 1992 Cairo earthquake originated from Dahshour seismic zone at an epicentral distance of about 25km southwest of Cairo. Regardless of its relatively moderate magnitude (Mb=5.8), it caused extensive property damage besides injuries and loss of lives. The significant damage of this earthquake was probably associated with amplification of seismic waves due to local site effects. Liquefaction was observed at many sites near the epicenter. There are no records of strong ground motion at the damaged area during this earthquake. The main shock was recorded only by the local Kattamya station (KEG) constructed in limestone rock site at about 46–48km east of Cairo. In the present work, the strong ground motion during 1992 Cairo earthquake was analyzed and the possible causes of damage and structural failure were discussed. The study area is located at the southern part of Cairo city, holding heavy population and many public structures and strategic buildings. The ground motion parameters in terms of peak ground acceleration (PGA), peak ground velocity (PGV), and pseudo-spectral acceleration (PSA) were estimated for each site in the study area and in the KEG site. The site-dependent spectral models together with the stochastic technique were applied for this purpose, using the Fourier amplitude spectrum (FAS) source scaling, attenuation model, and the site amplification functions. The peak ground acceleration of the studied area, comprising 89 sites in northern great of Cairo (Qalyoub city) was calculated. The calculated peak ground acceleration values indicate the sites of high values of peak ground acceleration which are also characterized by high ground motion amplification factors. The ground motion, which is presented in this study, is highly amplified by the soil layer covering the area. Otherwise, the surface layer must be totally removed before construction of the buildings to avoid its large amplification to the ground motion.
机译:1992年的开罗地震起源于开罗西南25公里处的震中Dahshour地震带。不管其相对中等的幅度(Mb = 5.8),它不仅造成人身伤害和生命损失,还造成广泛的财产损失。这次地震的严重破坏可能与局部地点效应引起的地震波放大有关。在震中附近的许多地方观察到液化。地震期间,受损地区没有强烈的地面运动记录。仅在开罗以东约46-48公里的石灰岩现场建造的本地Kattamya站(KEG)记录了主要的地震。在目前的工作中,分析了1992年开罗地震期间的强烈地面运动,并讨论了造成损坏和结构破坏的可能原因。研究区域位于开罗市南部,人口众多,有许多公共建筑和战略建筑。对于研究区域和KEG站点中的每个站点,都根据峰值地面加速度(PGA),峰值地面速度(PGV)和伪谱加速度(PSA)估算了地面运动参数。为此,使用傅立叶振幅谱(FAS)源缩放,衰减模型和位点放大功能,将与位点相关的光谱模型与随机技术一起用于此目的。计算了该研究区域的峰值地面加速度,该区域包括开罗北部大区(卡尤布市)的89个站点。计算出的地面加速度峰值表示地面加速度峰值较高的部位,这些部位也具有较高的地面运动放大系数。在这项研究中提出的地面运动被覆盖该区域的土壤层高度放大了。否则,在建造建筑物之前必须完全去除表面层,以避免其对地面运动的较大放大。

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