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Earthquake damage and related factors associated with the 2016 M-L=5.8 Gyeongju earthquake, southeast Korea

机译:与2016 M-L = 5.8京东郡地震有关的地震损害及相关因素

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The Gyeongju area covers the intersection of two major young structural features in Korea: the Yangsan and Ulsanfaults. More than 60 Quaternary fault sites have recently been reported along these fault zones, which are thus considered major active tectonic features in southeast Korea. An earthquake of local magnitude ML = 5.8 struck the Gyeongju area on September 12, 2016; the largest instrumental earthquake recorded in South Korea. We performed detailed investigation for severely damaged buildings and houses in villages around the epicenter, and determined the characteristics and controlling factors of the earthquake damage. The distribution of damaged buildings is relatively scattered around the epicenter, which may be related to the relatively deep focal depth of approximately 13-15 km. The radius of the reported damage area affected by ground motion is approximately 17 km from the epicenter, which is almost equal to the focal depth. Old buildings with traditional styles are more seriously damaged than modern buildings, suggesting that the damage intensity depends on the building structure, material properties, and seismic design. Interestingly, in a small village, the degree of building damage is clearly divided by a small stream. Based on an electrical resistivity survey for the local geological condition, we found that the degree of building damages also strongly depends on the local unconsolidated alluvium thickness. Moreover, the orientation of tilted or damaged buildings is closely related to the general trend of the related faults indicating the propagation direction of ground motion. Although focal depth, building style, and foundation condition are the main controlling factors to the building damages caused during the 2016 Gyeongju earthquake, other minor factors could also be involved. This information will be useful to design proper construction codes for reinforced buildings and for hazard studies against future earthquakes in potential earthquake prone areas.
机译:京邦地区涵盖了韩国两大的青少年结构特征:阳山和蔚山。最近沿着这些断层区报告了60多个第四节故障部位,因此被认为是韩国东南部的主要积极构造特征。 2016年9月12日,局部幅度ml = 5.8袭击了京邦地区;韩国中录制的最大乐器地震。我们对震中周围的村庄的严重受损建筑和房屋进行了详细的调查,并确定了地震损伤的特点和控制因素。损坏建筑物的分布相对散落在震中周围,这可能与约13-15公里的相对深的焦深有关。被接地运动影响的报告的损伤区域的半径距离震中约17公里,几乎等于焦深。具有传统风格的旧建筑比现代建筑更严重损坏,这表明损伤强度取决于建筑结构,材料特性和地震设计。有趣的是,在一个小村庄,建筑物的损坏程度明显被一小块流划分。基于局部地质条件的电阻率调查,我们发现建筑损害程度也强烈取决于局部未溶解的加容厚度。此外,倾斜或损坏的建筑物的方向与指示地面运动的传播方向的相关故障的一般趋势密切相关。虽然焦点深度,建筑风格和基础条件是2016年京州地震期间建设损害的主要控制因素,但其他次要因素也可以参与其中。这些信息对于为加强建筑和危险研究设计适当的建筑码以及对潜在地震俯卧区域的未来地震的危害研究。

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