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尼泊尔8.1级地震文化遗产建筑震害调查与分析

潘毅 谢丹 袁双 沈中伟

潘毅, 谢丹, 袁双, 沈中伟. 尼泊尔8.1级地震文化遗产建筑震害调查与分析[J]. 西南交通大学学报, 2015, 28(6): 1039-1046. doi: 10.3969/j.issn.0258-2724.2015.06.009
引用本文: 潘毅, 谢丹, 袁双, 沈中伟. 尼泊尔8.1级地震文化遗产建筑震害调查与分析[J]. 西南交通大学学报, 2015, 28(6): 1039-1046. doi: 10.3969/j.issn.0258-2724.2015.06.009
PAN Yi, XIE Dan, YUAN Shuang, SHEN Zhongwei. Investagation and Analysis of Seismic Damage to Cultural Heritage Buildings Induced by Gorkha Earthquake, Nepal[J]. Journal of Southwest Jiaotong University, 2015, 28(6): 1039-1046. doi: 10.3969/j.issn.0258-2724.2015.06.009
Citation: PAN Yi, XIE Dan, YUAN Shuang, SHEN Zhongwei. Investagation and Analysis of Seismic Damage to Cultural Heritage Buildings Induced by Gorkha Earthquake, Nepal[J]. Journal of Southwest Jiaotong University, 2015, 28(6): 1039-1046. doi: 10.3969/j.issn.0258-2724.2015.06.009

尼泊尔8.1级地震文化遗产建筑震害调查与分析

doi: 10.3969/j.issn.0258-2724.2015.06.009
基金项目: 

中国工程院咨询研究项目(2010-ZD-4)

详细信息
    作者简介:

    潘毅(1977-),男,副教授,博士,研究方向为建筑结构抗震与振动控制、工程结构鉴定与加固,E-mail:panyi@home.swjtu.edu.cn

Investagation and Analysis of Seismic Damage to Cultural Heritage Buildings Induced by Gorkha Earthquake, Nepal

  • 摘要: 针对尼泊尔地震对加德满都谷地的文化遗产建筑造成的巨大破坏, 对谷地内的文化遗产建筑进行了大量的震害调查,按照砖木结构、砖石结构和生土结构分类对典型震害进行了描述,并定义了3类结构的破坏等级分类标准.通过统计分类得到不同结构震害等级所占的比例,并对结构毁损原因进行了研究.结果表明:由于承重墙体分层和重力偏心,且构件之间缺乏有效连接,整体性较差,砖木结构损毁严重;由于质量和刚度均较大,砖石结构的震害较重;由于墙体强度低、延性差,生土结构均遭受严重破坏.最后,根据震害调查及分析结果,结合汶川地震、玉树地震和芦山地震中文化遗产建筑的破坏,对我国文化遗产建筑提出了整体隔震、加强常规修缮和针对性研究等抗震保护建议.

     

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出版历程
  • 收稿日期:  2015-08-17
  • 刊出日期:  2015-12-25

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