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作者:

Liu, Chaofeng (Liu, Chaofeng.) | Su, Jingyu (Su, Jingyu.) (学者:苏经宇) | Guo, Xiaodong (Guo, Xiaodong.) | Wang, Wei (Wang, Wei.) (学者:王伟)

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摘要:

In order to improve the accuracy of earthquake damage assessment of reinforced concrete structure, the earthquake damage assessment mutation model and four-dimensional model of seismic damage analysis are established using catastrophe theory. Firstly, internal damage index, number of inelastic cycles, maximum inter-storey drift and energy-concentrated quotient were taken as evaluation factors. Value assignment and standardization of each evaluation index is conducted. The appropriate mutation model is selected to calculate the total mutation value of seismic damage and comparison with the evaluation criteria of seismic damage of reinforced concrete structure, the extent of structural damage is differentiated. Secondly, comprehensive consideration of people's initiative and non-linear characteristics of the system, a four-dimensional seismic damage analysis model is build based on the mutation assessment of earthquake damage. Finally, four different structures are calculated and the results are compared with the ones of variable fuzzy set theory, set-pair theory to verify the reasonableness and effectiveness of the method.

关键词:

catastrophe progression method (CPM) evaluation index maximum story drift angle reinforced concrete structures seismic damage

作者机构:

  • [ 1 ] [Liu, Chaofeng]Beijing Univ Technol, Inst Earthquake Resistance & Disaster Reduct, Beijing 100124, Peoples R China
  • [ 2 ] [Su, Jingyu]Beijing Univ Technol, Inst Earthquake Resistance & Disaster Reduct, Beijing 100124, Peoples R China
  • [ 3 ] [Guo, Xiaodong]Beijing Univ Technol, Inst Earthquake Resistance & Disaster Reduct, Beijing 100124, Peoples R China
  • [ 4 ] [Wang, Wei]Beijing Univ Technol, Inst Earthquake Resistance & Disaster Reduct, Beijing 100124, Peoples R China

通讯作者信息:

  • [Liu, Chaofeng]Beijing Univ Technol, Inst Earthquake Resistance & Disaster Reduct, Beijing 100124, Peoples R China

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来源 :

PROGRESS IN STRUCTURE, PTS 1-4

ISSN: 1660-9336

年份: 2012

卷: 166-169

页码: 2304-2308

语种: 英文

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次:

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