期刊文献+

土木工程结构全寿命期地震损失成本进展研究 被引量:6

A review of study on life-cycle seismic loss estimation in civil engineering
下载PDF
导出
摘要 近年来在西太平洋地区发生的一系列重大自然灾害如地震、飓风等给人类社会敲响了警钟,为了应对重大自然灾害的不利影响,世界各国政府都在研究或已经出台了防灾减灾保险法律如地震保险法加以应对,这应该说是防灾减灾研究的一个必然的趋势。而完善的地震保险政策的出台必须建立在工程结构全寿命期地震损失成本研究的基础上。由于我国目前工程结构全寿命期地震损失成本研究等基础应用研究的缺乏导致我国巨灾保险政策迟迟难以推出,基于此,总结和回顾了工程结构全寿命期地震损失成本研究的理论内涵和研究现状,分析了以往工程结构地震易损性研究和全寿命期地震损失成本研究所面临的理论缺陷和应用局限,重点阐述了基于组合的地震易损性研究的理论优势、具体实施步骤和关键技术特点,最后展望了基于此建立我国工程结构全寿命期地震损失成本研究框架体系的重大意义。 Earthquake,hurricane and tsunami are main natural risks faces by human society.Recently a series of large natural disasters have occurred in West Pacific area,they warned us.To minimize their negative effects on human society,countries all er the world now introduce or have published disasters insurance policies,this is an inevitable tendency and a best way to minimize seismic or hurricane loss.Now people in China are very eager to have insurance laws to protect their properties,but unfortunately the government has not published a practical natural disaster insurance policy due to lack of fandamental study on life cycle seismic cost (LCSC).Here,the LLSC theory was reviewed and important meaning of LCSC for China society was also presented.Theoretical defects and obstacle in practical application for previous seismic vulnerability research and the LCSC theory were analyzed.An innovative seismic vulnerability study based on assembly was proposed.Its theoretical benefits,technical characters and particular implementation steps including damage analysis and loss assessment in life-cycle were presented in detail.Finally,the significance of establishing the study frame system for life-cycle seismic cost of our country was proposed.
出处 《振动与冲击》 EI CSCD 北大核心 2015年第17期111-119,共9页 Journal of Vibration and Shock
基金 国家自然科学基金(51468050) 国家重点基础研究发展计划(2011CB013606) 宁夏自然科学基金(NZ13021)
关键词 土木工程结构 基于组合的地震易损性 全寿命期地震损失成本 随机分析 蒙特卡洛模拟 civil structures seismic vulnerability based on assembly life-cycle seismic loss estimation stochastic analysis Monte-Carlo simulation
  • 相关文献

参考文献44

  • 1百度百科.汶川大地震.网址:http://baike.baidu.con.
  • 2百度百科.东日本大地震.网址:http://baike.baidu.tom.
  • 3人民网,项俊波.建立巨灾保险制度非常紧迫.网址:http://finance.people.con.cn/insurance.
  • 4Porter K A. An overview of PEER' s performance-based earthquake engineering methodology [ C ]//Proceedings of Ninth International Conference on Applications of Statistics and Probability in Civil Engineering, San Francisco, CA, 2003.
  • 5Whitman R V, Reed J W, Hong S T. Earthquake damage probability matrices [ C ]//Proceedings of the Fifth World Conference on Earthquake Engineering, Rome, Italy, 1973, 12 : 2531 - 2540.
  • 6ATC. Earthquake Damage Evaluation Data for California Report ATC - 13 [ R ]. Applied Technology Council, Redwood City, California, U. S. A,1985.
  • 7Lantada N, Pujades L G, Barbat A H. Risk scenarios for barcelona, spain,proceedings of the 13th world conference on earthquake engineering[ C]. Vancouver, Canada, Paper No. 423,2004.
  • 8Oliveira C S, Mota de $6 F, Ferreira M A. Application of two different vulnerability methodologies to assess seismic scenarios in lisbon, Proceedings of the international conference:250th anniversary of the 1755 Lisbon earthquake [ C]. Lisbon, Portugal, Paper No. 37, 2005.
  • 9Hiroyuki M, Saburoh M, Kazuo F, et al, Earthquake damage estimation in Metro Manila, Philippines based on seismic performance of buildings evaluated by local experts' judgments[ J ]. Soil Dynamics and Earthquake Engineering, 2009,28:764 - 777.
  • 10Martinelli A, Cifani G, Cialone G, et al., Building vulnerability assessment and damage scenarios in Celano (Italy) using a quick survey data-based methodology [ J ]. Soil Dynamics and Earthquake Engineering,2008, 28:875 - 889.

二级参考文献44

  • 1金伟良,宋志刚,赵羽习.工程结构全寿命可靠性与灾害作用下的安全性[J].浙江大学学报(工学版),2006,40(11):1862-1868. 被引量:20
  • 2Dellasola P E, Kirk S J. Life cycle costing for design professionals [M]. New York: McGraw-Hill, 1991.
  • 3Bull J W. Life cycle costing for construction [M]. The UK: Blaclde Academic & Professional, 1993.
  • 4FHWA-HNG-40. National Highway System Designation Act: LCCA Requirements [Z]. 1996.
  • 5Jawad D J, Dima J. Life cycle cost optimization for infrastructure facilities [D]. Rutgers: The States University of New Jersey, 2003.
  • 6王增忠.基于混凝土耐久性的建筑工程项目全寿命经济分析[M].上海:同济大学,2006.
  • 7Mehta P K. Concrete durability: fifty year's progress [C]. Proceeding of 2nd International Conference on Concrete Durability, ACI SPI 26-1, 1991: 1-33.
  • 8ICRI 03730, Guide for surface preparation for the repair of deteriorated concrete resulting from reinforcing steel corrosion [Z]. International Concrete Repair Institute, Des Plaines, IL, USA, 2006.
  • 9CECS.CECS220:2007混凝土结构耐久性评定标准[S].北京:中国建筑工业出版社,2007.
  • 10American Institute of Architects. Life cycle cost analysis: A guide for architects [M]. The USA: American Library Association, 1977.

共引文献33

同被引文献47

引证文献6

二级引证文献23

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部