The impact of rockfalls on dwellings during the 2011 Christchurch, New Zealand, earthquakes

被引:11
|
作者
Grant, A. [1 ]
Wartman, J. [1 ]
Massey, C. [2 ]
Olsen, M. J. [3 ]
O'Banion, M. [3 ]
Motley, M. [1 ]
机构
[1] Univ Washington, Civil & Environm Engn, 201 More Hall, Seattle, WA 98195 USA
[2] GNS Sci, 1 Fairway Dr, Lower Hutt, New Zealand
[3] Oregon State Univ, Civil & Construct Engn, 101 Kearney Hall, Corvallis, OR 97331 USA
基金
美国国家科学基金会;
关键词
Rockfall; Risk assessment; Damage proportion; Loss models; Canterbury earthquake sequence; Structural damage; RISK-ASSESSMENT; VULNERABILITY ASSESSMENT; LANDSLIDE RISK; TRAJECTORIES; MANAGEMENT; SIMULATION; UMBRIA;
D O I
10.1007/s10346-017-0855-2
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Rockfalls and debris avalanches triggered by earthquakes during the 2010-2011 Canterbury earthquake sequence killed five people and caused an estimated US$400 million in damages. In total, about 200 dwellings were directly impacted by some of the similar to 6000 rockfalls and debris avalanches that occurred across the Port Hills of Christchurch. This research presents the results of the analysis of a high-quality database of 61 individual rockfall impacts on 29 dwellings in the Port Hills of Christchurch, New Zealand. Dwellings in the Port Hills are typically simple timber-frame structures with wooden or unreinforced masonry cladding, comparable to most dwellings across New Zealand, North America, Australia, and elsewhere. Rockfall impacts on dwellings in this study were observed to follow a power law relationship between kinetic energy and (1) the runout distance into and through the dwelling and (2) the impacted area within the dwelling. The results have been quantified and are presented as a damage proportion, which is defined as the proportion of the area affected by an individual rock block inside the dwelling divided by the total area of the dwelling. These data provide a fundamental input for rockfall risk analysis and will allow the losses from rockfall impacts to be better constrained.
引用
收藏
页码:31 / 42
页数:12
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