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基于可变模糊集理论的地下工程结构耐久性评估
引用本文:李清富,李科,李明欣. 基于可变模糊集理论的地下工程结构耐久性评估[J]. 河南科学, 2010, 28(5): 553-557
作者姓名:李清富  李科  李明欣
作者单位:郑州大学,水利与环境学院,郑州,450001
摘    要:应用可变模糊集理论,建立了地下工程结构耐久性可变模糊综合评价模型,初步探讨了影响地下结构耐久性的评价指标以及耐久性分级标准,并结合某一地下工程检测结果进行了应用研究.结果表明,采用可变模糊评价模型更具有合理性.

关 键 词:地下工程结构  耐久性  可变模糊集理论  评价模型

Assessment Model of Underground Project Structure Durability Based on Variable Fuzzy Set Theory
Li Qingfu,Li Ke,Li Mingxin. Assessment Model of Underground Project Structure Durability Based on Variable Fuzzy Set Theory[J]. Henan Science, 2010, 28(5): 553-557
Authors:Li Qingfu  Li Ke  Li Mingxin
Affiliation:(Department of Water Conservancy and Environment Engineering, Zhengzhou University, Zhengzhou 450001, China)
Abstract:Through the application of variable set theory, a fuzzy set model for assessing the underground structure durability is proposed. Then the impact of structural durability assessment of underground targets and durability classification standards are investigated preliminary, as well as an underground engineering test result is carried out on applied research. The results show that using variable fuzzy evaluation model is more reasonable.
Keywords:underground structures  durability  variable fuzzy set theory  assessment method
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