Relationship between Coastal Hazard Countermeasures and Community Resilience in the Tohoku Region of Japan Following the 2011 Tsunami

被引:6
|
作者
Wachter, Robert F. F. [1 ,2 ]
Forcellini, Davide [3 ]
Warnell, Jessica McManus [4 ,5 ,6 ]
Walsh, Kevin Q. Q. [5 ,7 ,8 ]
机构
[1] Univ Notre Dame, Dept Civil & Environm Engn & Earth Sci, Notre Dame, IN 46556 USA
[2] WSP USA Inc, 2000 Lenox Dr, 3rd Floor, Lawrenceville, NJ 08648 USA
[3] Univ Republ San Marino, Fac Civil & Environm Engn, City San Marino 47899, San Marino
[4] Univ Notre Dame, Notre Dame Deloitte Ctr Ethical Leadership, Notre Dame, IN 46556 USA
[5] Univ Notre Dame, Liu Inst Asia & Asian Studies, Notre Dame, IN 46556 USA
[6] Univ Notre Dame, Pulte Inst Global Dev, Mendoza Coll Business, Notre Dame, IN 46556 USA
[7] Univ Notre Dame, Liu Inst Asia & Asian Studies, Dept Civil & Environm Engineering& Earth Sci, Notre Dame, IN 46556 USA
[8] Frost Engn & Consulting, 201 Lincolnway West, Suite 200, Mishawaka, IN 46544 USA
关键词
Coastal resilience; Coastal hazard countermeasures; Tsunamis; Fragility curves; FRAGILITY CURVES; VULNERABILITY; EARTHQUAKE;
D O I
10.1061/NHREFO.NHENG-1401
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Many coastal communities around the world that are vulnerable to inundation from tsunamis or storm surges are investing significant resources into countermeasures such as seawalls, levees, and breakwaters to limit damage from such events. A potential framework for studying the relationship between coastal hazard countermeasures and their impact on community resilience is proposed in this investigation and is applied to 27 coastal cities in the Tohoku region of Japan following the 2011 tsunami. Community resilience was quantified using a modified version of the resilience inference measurement (RIM) method in which parameters of intensity, exposure, damage, and recovery were utilized in a k-means clustering analysis to categorize respective cities into four different resilience groups. As a supplemental analysis to the modified RIM method, historical data representing the exposure and damage parameters from the 1896, 1933, and 2011 Tohoku tsunamis were utilized to establish limit states (LSs) for fragility curves to demonstrate the level of response for a specific damage condition. Three limit states were selected for 2%, 20%, and 40% of dwellings in a city being destroyed for a given tsunami event. An ordinal logistic regression was performed to determine whether there was a relationship between the resilience group of each city and the maximum countermeasure height. No statistically significant correlation was found between the maximum height of a coastal hazard countermeasure and the resilience group of each city, which indicates that investing in such infrastructure does not necessarily impact overall community resilience for an extreme event such as the 2011 Tohoku tsunami. For this scenario, the probability of damage was assessed by developing fragility curves that demonstrated larger probability of exceedance discrepancies between LSs at lower maximum tsunami runup values. Coastal hazard countermeasures therefore may still be effective in limiting damage and thereby improve community resilience for less extreme tsunami events. The results of this investigation will assist government officials and engineers in selecting coastal resilience policies and strategies to limit future impacts from coastal hazards.
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页数:9
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