4.6 Article

The physical vulnerability of different types of building structure to debris flow events

期刊

NATURAL HAZARDS
卷 80, 期 3, 页码 1475-1493

出版社

SPRINGER
DOI: 10.1007/s11069-015-2032-z

关键词

Building damage; Structural type; Vulnerability function; Impact pressure; Debris flow

资金

  1. Public Welfare and Safety Research Program through National Research Foundation of Korea (NRF) - Ministry of Science, ICT, and Future Planning [2012M3A2A1050977]
  2. Smart Civil Infrastructure Research Program - Ministry of Land, Infrastructure and Transport (MOLIT) of Korea government [13SCIPS04]
  3. Korea Agency for Infrastructure Technology Advancement (KAIA)
  4. Brain Korea 21 Plus (BK 21 Plus)
  5. National Research Foundation of Korea [2012M3A2A1050977] Funding Source: Korea Institute of Science & Technology Information (KISTI), National Science & Technology Information Service (NTIS)

向作者/读者索取更多资源

Vulnerability assessment of elements at risk is a key component for risk assessment. The representative element at risk for debris flow is a residential building in downstream mountain, and the physical vulnerability of such a building depends on the structural characteristics of a building. The main objective of this paper was to construct physical vulnerability curves for different types of building structures in Korea to enable a quantitative assessment of debris flow risks. The physical characteristics of debris flows were analyzed based on 11 debris flow events that occurred in July and August, 2011. A total of 25 buildings that were damaged during these events were investigated in detail to determine the characteristics and patterns of damage. This study analyzes the relationship between the degree of building damage and the intensity of the debris flows through field survey data, spatial data, and empirical formula. Three different empirical vulnerability curves were obtained as functions of the debris flow depth, the flow velocity, and the impact pressure. Furthermore, the vulnerability function was characterized according to the structural type of the buildings. In the case of non-RC buildings, complete destruction occurred with an impact pressure greater than 30 kPa. For RC buildings, slight damage occurred with impact pressures less than 35 kPa. The impact pressure of debris flows corresponding to slight damage to RC buildings could result in complete destruction of non-RC buildings. The physical vulnerability curves suggested here have potential applications in quantitative assessment of the structural resistance of buildings to debris flow events.

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