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DAMAGE CHARACTERISTIC AND FIELD SURVEY OF THE 2011 GREAT EAST JAPAN TSUNAMI IN MIYAGI PREFECTURE

机译:宫城县2011年日本东部海啸的破坏特征和现场调查

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摘要

On March 11th, 2011, the Pacific coast of Japan was hit by a tsunami generated by the largest earthquake (M9.0) in the history of the country and causing a wide range of devastating damage. Using preliminary reported data from many sources, some topics such as tsunami fatality ratio and tsunami fragility curves for structural damage are discussed and compared with other countries. This paper aims to discuss the damage characteristics of this tsunami as well as its mechanism, as observed through field surveys conducted over the 4 months following the tsunami. The field survey covers 13 areas in the Miyagi prefecture from Kesennuma city in the northernmost region to Yamamoto town in the southernmost region. The arrival time of the first tsunami along the coastal areas in the Miyagi prefecture was confirmed by stopped clocks found during the survey. The damage mechanism of coastal structures such as breakwaters, seawalls, tsunami gates, and evacuation buildings was investigated and discussed. Damage characteristics for each area, i.e., urban areas, port, coastal structures, fisheries, and agricultural areas, were also summarized. The conclusions drawn from the data analysis suggest that experience and education (soft countermeasures) are important to reduce the loss of life, as shown for example in the Sanriku area. The field surveys indicate that wood and reinforced-concrete (RC) structures should be balanced to survive both earthquake and tsunami forces, and the structural design for buildings should be reconsidered after the example in Onagawa town. In addition, coastal structures for tsunami countermeasures (hard countermeasures) should be more properly designed for survival instead of becoming floating debris upon being overturned by a tsunami. The combination of both hard and soft measures is especially necessary for optimizing the outcomes following a great disaster. These recommendations should be taken into consideration in the reconstruction efforts for better tsunami countermeasures in the future.
机译:2011年3月11日,日本太平洋沿岸遭受了该国历史上最大的地震(M9.0)引发的海啸袭击,造成了广泛的破坏性破坏。使用来自许多来源的初步报告数据,讨论了一些话题,例如海啸死亡率和海啸结构性破坏的脆弱性曲线,并与其他国家进行了比较。本文旨在讨论海啸后4个月内通过实地调查观察到的海啸的破坏特征及其机理。从最北端的气仙沼市到最南端的山本町,实地调查涵盖了宫城县的13个地区。调查期间发现时钟停止,证实了宫城县沿海地区第一次海啸的到来时间。对防波堤,海堤,海啸门和疏散建筑物等沿海结构的破坏机理进行了研究和讨论。还总结了每个区域(即城市区域,港口,沿海结构,渔业和农业区域)的破坏特征。从数据分析得出的结论表明,经验和教育(软对策)对于减少生命损失非常重要,例如在三陆地区所示。实地调查表明,木结构和钢筋混凝土(RC)结构应保持平衡,以抵抗地震和海啸的影响,并应在Onagawa镇的实例之后重新考虑建筑物的结构设计。此外,应对海啸对策(硬对策)的沿海结构进行更适当的设计以求生存,而不是在被海啸倾覆时变成漂浮物。硬性措施和软性措施的组合对于优化灾难后的结果尤为必要。在今后的重建工作中应考虑这些建议,以采取更好的海啸对策。

著录项

  • 来源
    《Coastal Engineering Journal》 |2012年第1期|p.1250005.1-1250005.30|共30页
  • 作者单位

    Disaster Control Research Center, Graduate School of Engineering, Tohoku University,Aoba 06, Sendai 980-8579, Japan;

    Disaster Control Research Center, Graduate School of Engineering, Tohoku University,Aoba 06, Sendai 980-8579, Japan;

    Disaster Control Research Center, Graduate School of Engineering, Tohoku University,Aoba 06, Sendai 980-8579, Japan;

    Disaster Control Research Center, Graduate School of Engineering, Tohoku University,Aoba 06, Sendai 980-8579, Japan;

    Disaster Control Research Center, Graduate School of Engineering, Tohoku University,Aoba 06, Sendai 980-8579, Japan;

    Disaster Control Research Center, Graduate School of Engineering, Tohoku University,Aoba 06, Sendai 980-8579, Japan;

    Disaster Control Research Center, Graduate School of Engineering, Tohoku University,Aoba 06, Sendai 980-8579, Japan;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    the 2011 great east japan tsunami; field survey; miyagi prefecture;

    机译:2011年东日本海啸;实地调查;宫城县;

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