基于泥石流事件的物理脆弱性曲线的建立

Chang-Ho Song, Ji-Sung Lee, Duy NGUYEN HO HONG, Yun-Tae Kim
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引用次数: 0

摘要

近年来,由于气候变化,各种边坡灾害呈上升趋势。泥石流对人类生活和社会基础设施造成巨大破坏。边坡灾害易损性评价一般采用易损性曲线进行,易损性曲线由灾害强度和破坏指数组成。漏洞曲线需要高度可靠。本研究收集和分析了2011 - 2020年间发生的27起泥石流事件的地形特征和信息。考虑土壤和建筑物的夹带作用,对泥石流事件的危险性进行了评价。将非钢筋混凝土结构(non-RC)和钢筋混凝土结构(RC框架)两类建筑物根据建筑物的破坏程度分为轻度、中度、广泛和完全四种易损性指标。通过非线性回归分析,研究了灾害强度与建筑物破坏程度之间的关系,根据灾害强度推导出易损性曲线。提出的易损性曲线可作为滑坡灾害易损性评价的基础数据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Development of Physical Vulnerability Curve based on Debris Flow Events
In recent years, owing to climate change various slope disasters are rising. Debris flow causes large damage to human life and social infrastructure. Generally, the vulnerability assessment of slope disasters is carried out using vulnerability curve, which consists of hazard intensity and damage index. A vulnerability curve needs to be highly reliable. In this study, GIS-based topographical characteristics and the information about 27 debris flow events that occurred between 2011 and 2020 were collected and analyzed. The hazard intensity of the debris flow events was evaluated considering entrainment of soils and buildings. Two types of buildings, non-reinforced concrete structure (non-RC) and reinforced concrete structure (RC frame) were classified into four types of vulnerability indices (slight, moderate, extensive, and complete) based on the degree of damage to the building. The relationship between the hazard intensity and the degree of damage to the building was studied through nonlinear regression analysis to derive a vulnerability curve according to the hazard intensity. The proposed vulnerability curve can be used as fundamental data for the vulnerability assessment of landslide disasters.
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