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The relationship between the performance of soil conditions and damage following an earthquake: A case study in Istanbul, Turkey

机译:土质性能与地震后破坏之间的关系:以土耳其伊斯坦布尔为例

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摘要

Istanbul city has experienced many strong earthquakes throughout its history and suffered extensive damage. The old Istanbul (Fatih and Eminonu districts), one of the most densely populated locations of Istanbul city, is a commercial centre and has many significant historical buildings. In this study, the data pertaining to the damage sustained by historical artifacts and structures from past earthquakes, are examined along with the soil amplification of the region, the liquefaction and slope stability risk in relation to the seismic microzonation maps which were prepared using geographic information system techniques. The relationship between soil behaviour and the damage resulting from previous earthquakes. The structural damage observed in the region was in accordance with the microzonation maps. Since the area does not have a high risk in terms of slope stability, this does not have much impact on the level of damage. However, it was found that soil amplification and partial liquefaction contributed to the damage to historical artifacts and structures.
机译:伊斯坦布尔市在其整个历史中经历了许多强烈地震,并遭受了广泛破坏。伊斯坦布尔老城区(法提赫和埃米努努区)是伊斯坦布尔市人口最稠密的地区之一,是一个商业中心,拥有许多重要的历史建筑。在这项研究中,与过去地震中的历史文物和结构遭受的破坏有关的数据,连同该地区的土壤放大,液化和边坡稳定性风险,均与使用地理信息准备的地震微区图相关,进行了研究。系统技术。土壤行为与先前地震造成的破坏之间的关系。在该区域观察到的结构破坏与微区带图一致。由于该地区在边坡稳定性方面风险不高,因此对破坏程度的影响不大。然而,发现土壤的放大和部分液化导致了对历史文物和结构的破坏。

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