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A benchmark city for seismic resilience assessment 被引量:1

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摘要 The concept of seismic resilience has received significant attention from academia and industry during the last two decades. Different frameworks have been proposed for seismic resilience assessment of engineering systems at different scales(e.g., buildings, bridges, communities, and cities). Testbeds including Centerville virtual community(CVC), Memphis testbed(MTB), and the virtual city of Turin, Italy(VC-TI) have been developed during the last decade. However, the resilience assessment results of Chinese cities still require calibration based on a unified evaluation model. Therefore, a geographic information system(GIS)-based benchmark model of a medium-sized city located in the southeastern coastal region of China was developed. The benchmark city can be used to compare existing assessment frameworks and calibrate the assessment results. The demographics, site conditions, and potential hazard exposure of the benchmark city, as well as land use and building inventory are described in this paper. Data of lifeline systems are provided, including power, transportation, water, drainage, and natural gas distribution networks, as well as the locations of hospitals, emergency shelters, and schools. Data from past earthquakes and the literature were obtained to develop seismic fragility models, consequence models, and recovery models, which can be used as basic data or calibration data in the resilience assessment process. To demonstrate the completeness of the data included in the benchmark city, a case study on the accessibility of emergency rescue after earthquakes was conducted, and the preliminary results were discussed. The ultimate goal of this benchmark city is to provide a platform for calibrating resilience assessment results and to facilitate the development of resilient cities in China.
出处 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2020年第4期811-826,共16页 地震工程与工程振动(英文刊)
基金 Scientific Research Fund of Institute of Engineering Mechanics,China Earthquake Administration under Grant Nos. 2019EEEVL0505,2019B02 and 2019A02 Heilongjiang Touyan Innovation Team Program。
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  • 1吕大刚,李晓鹏,王光远.基于可靠度和性能的结构整体地震易损性分析[J].自然灾害学报,2006,15(2):107-114. 被引量:111
  • 2河北省地震局.一九六六年邢台地震[M].北京:地震出版社,1988.97-157.
  • 3河北省地震局.唐山抗震救灾决策记实[M].北京:地震出版社,2000.1-238.
  • 4国家地震局科技监测司.大同--阳高地震研究[M].北京:地震出版社,1993.1-17.
  • 5陈建英 王汝雕 等.临汾市减轻地震灾害决策.山西临汾地震研究与系统减灾[M].北京:地震出版社,1993.587-595.
  • 6苏桂武 刘惠敏 等.中小城镇和城市边缘区自然灾害风险构成要素的基本特征.可持续发展:人类生存环境[M].北京:电子工业出版社,1999.478-484.
  • 7高建国.论中国企业灾害经济损失问题.企业减灾对策研究[M].兰州:兰州大学出版社,1996.162-185.
  • 8河北省地震局,唐山抗震救灾决策记实 [R],2000年,1页
  • 9苏桂武,可持续发展.人类生存环境,1999年,478页
  • 10云南省地震局,一九九六年丽江地震 [R],1998年,28页

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