Safety State Evaluation Method Based on Attribute Recognition Model for Ancient Timber Buildings

Author:

Huan Junhong12ORCID,Ma Donghui12,Wang Wei12ORCID,Wang Ziyi12ORCID

Affiliation:

1. Institute of Earthquake Resistance and Disaster Reduction, Beijing University of Technology, Beijing 100124, China

2. Key Scientific Research Base of Safety Assessment and Disaster Mitigation for Traditional Timber Structure, Beijing University of Technology, State Administration for Cultural Heritage, Beijing 100124, China

Abstract

To improve accuracy of safety state evaluation results for ancient timber buildings and to know the real state of the building, a safety grade evaluation model of ancient timber buildings is established based on attribute mathematic theory. From the perspective of macro, micro, qualitative, and quantitative, 22 factors may adversely affect the safety state of ancient timber building are considered in this model. First, evaluation system is established, and evaluation indexes are selected based on former study, seismic damage data, and Chinese current code about ancient timber buildings. In the evaluation system, whole building is divided into four parts, which are wood frame, enclosing wall, foundation, and plinth. Different parts contain different components. Every component has its own evaluation indexes. Second, based on the AHP and entropy method, the comprehensive empowering method is used to determine the weights of the indexes. Third, the attribute recognition model is established to identify the safety grade of components or units. Fourth, based on the evaluation results of components, safety grade of units is identified. Then, safety degree of the entire building is determined by the minimum safety grade of units. At last, the model is applied to the “Liben hall” in village Siping, Zhejiang province, China, and the assessment results are consistent with the results of damage identification.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

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