A modified approach for semi-quantitative estimation of physical vulnerability of buildings exposed to different landslide intensity scenarios. Issue 1 (2nd January 2019)

• Record Type: Journal Article
• Authors: Singh, Aditi; Kanungo, D. P.; Pal, Shilpa
• Is Part Of: Georisk. Volume 13:Issue 1(2019)
• Page Start: 66
• Page End: 81
• Publication Date: 2019-01-02
• Subjects: Landslide intensity -- resistance factor -- physical vulnerability -- buildings; Environmental risk assessment -- Periodicals; Hazardous geographic environments -- Risk assessment -- Periodicals; Reliability (Engineering) -- Periodicals; Risk management -- Periodicals; 624.151
• DOI: 10.1080/17499518.2018.1501076
• Languages: English
• ISSNs: 1749-9518

Abstract

ABSTRACT: Landslides are the most common natural disasters in mountainous regions, being responsible for significant loss of life as well as damage to critical infrastructure and properties. As the world population grows, people tend to move to higher locations to construct buildings, thereby making structures vulnerable due to landslides. This paper discusses previous research on the vulnerability assessment of structures exposed to landslides and presents a modified semi-quantitative approach to assess the scenario-based physical vulnerability of buildings based on their resistance ability and landslide intensity. Resistance ability is determined by integrating expert knowledge-based resistance factors assigned to five primary building parameters. Landslide intensity matrix defining different intensity levels is proposed based on combinations of landslide velocity and volume. Physical vulnerability of buildings is estimated and classified as class I, II or III for scenario-based low to very high landslide intensity. Finally, the application of the model is illustrated with a case study of 71 buildings from Garhwal Himalayas, India.