• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 29 Issue 4
Jul.  2016
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Article Contents
PAN Yi, LI Lingjiao, YAO Yunyi, WANG Huiqin. Evaluation Methods for Post-Earthquake Damage State of Ancient Masonry Buildings[J]. Journal of Southwest Jiaotong University, 2016, 29(4): 704-713. doi: 10.3969/j.issn.0258-2724.2016.04.015
Citation: PAN Yi, LI Lingjiao, YAO Yunyi, WANG Huiqin. Evaluation Methods for Post-Earthquake Damage State of Ancient Masonry Buildings[J]. Journal of Southwest Jiaotong University, 2016, 29(4): 704-713. doi: 10.3969/j.issn.0258-2724.2016.04.015

Evaluation Methods for Post-Earthquake Damage State of Ancient Masonry Buildings

doi: 10.3969/j.issn.0258-2724.2016.04.015
  • Received Date: 11 Dec 2014
  • Publish Date: 25 Aug 2016
  • Evaluating the damage sate of ancient masonry buildings after earthquake involves many impact factors which are uncertain and correlated. In order to evaluate accurately the post-earthquake damage state of ancient masonry buildings, an ancient masonry building is divided into subsoil, foundation, and superstructure; and 11 indictors are selected as evaluation factors. Using membership function and analogy to build the judgment matrix, the weight coefficient vector is determined by analytic hierarchy process, and a fuzzy comprehensive evaluation model with two phases and three levels is built. Taking a watchtower in the Qiang village as an example, the model is applied to evaluate its damage state after Wenchuan earthquake. The results show that according to the fuzzy comprehensive evaluation model, the watchtower suffered moderate damage after the earthquake, with an assessment grade of B, which is consistent with the actual destruction state of the tower. This suggests that the proposed model can accurately reflects the damage state of ancient masonry buildings after earthquake, and therefore can be used as a basis to provide strengthening or maintenance measures for ancient masonry buildings damaged by earthquake.

     

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