国防工程震害风险分析体系的ISM研究
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
为探究国防工程震害风险体系内部规律和结构元素之间的相互关系,设计和实现了一种基于解释结构模型的国防工程震害风险分析结构模型组件。遵循解释结构模型的本质思想和工作程序,在确定国防工程震害风险分析体系逻辑关系的基础上,给出国防工程震害风险解释结构模型组件方案,研制基于窗体界面线程设计的国防工程震害风险分析解释结构模型算法组件,求解系统可达矩阵,构建多层递阶的国防工程震害风险结构模型。模型解释了国防工程震害风险体系的神经支撑结构、关键特征等层次关系和功能映射,风险评价的立足点在于"国防工程整体性工程风险",关键特征包括区域地质环境变异元素、国防工程毁伤评估、国防工程主体结构风险等元素,为研究、探索、完善国防工程震害风险系统设计方法提供科学依据。
In order to explore the interior rules in earthquake-damaged risk system and the relationship among thus structural elements for military engineering, a model component is designed and implemented for earthquake-damaged risk system based on Interpretative Structural Modeling theory. Following the natural thinking and working procedures of Interpretative Structural Modeling, on the basis of logic relationship about earthquake-damaged risk system for military engineering, an ISM component scheme is given for earthquake-damaged risk system, solving system reaching matrix, which erects multilevel step-up structural model. Such model analyzes the system neural supporting structure, hierarchy relationship and function mapping about the key characteristics. And, thus risk evaluating operations stand with the whole engineering risk of military engineering, and the key characteristics include regional geological environment variation, military engineeringdamaged assessment, main structural risk of military engineering and other elements, which provide a scientific basis for studying, exploring and perfecting such earthquake-damaged risk system design about military engineering.
引文
[1]Wood J H,Lower H T.Earthquake design of rectangular underground structures[J].Bulletin of the New Zealand Society for Earthquake Engineering,2007,40(1):1-6.
    [2]徐玖平,卢毅.地震灾害系统分析与评估的综合集成模式[J].系统工程理论与实践,2009,29(11):1-18.
    [3]Wang W L.Assessment of damage in mountain tunnels due to the Taiwan Chi-Chi earthquake[J].Tunnelling and Underground Space Technology,2001,16:133-150.
    [4]Aydan O,Ohta Y,Genis M,et al.Response and stability of underground structures in rock mass during earthquakes[J].Rock Mechanics and Rock Engineering,2010,43(6):857-875.
    [5]张玉敏,盛谦,朱泽奇,等.地震作用下大型地下洞室群位移特征的若干影响因素分析[J].岩石力学,2010,31(11):3525-3530.
    [6]He Y X,Xia T,Xiong W,et al.Risk transmission assessment of electricity price chain in China based on ISM and ECM[J].International Journal of Electrical Power and Energy Systems,2013,46(1):274-282.
    [7]刘清,山红梅.基于解释结构模型的统筹科技资源影响因素分析[J].科技管理研究,2013,23(24):44-47.
    [8]吕秀江,张慧,刘洪影.基于ISM方法的煤矿安全政策控灾作用分析[J].中国安全科学学报,2012,22(5):158-163.
    [9]王凤山,朱万红,王全鹏.基于ISM的工程装备质量评价体系构建方法[J].解放军理工大学学报:自然科学版,2005,6(5):479-484.
    [10]孙海峰.地下结构地震破坏机理研究[D].哈尔滨:中国地震局工程力学研究所,2011.
    [11]Warfield J N.Toward interpretation of complex structural models[J].IEEE Trans on System,Man,and Cybernetics,1974,SMC-4(5):405-417.
    [12]Ma C,Ko S Y,Jeong K Y,et al.Design methodology of component design environment for PHEV[J].International Journal of Automotive Technology,2013,14(5):785-795.
    [13]Sun Hongli,Ding Yunlong.Components analysis and construction of maritime universities’core competence evaluation system based on ISM[J].Advances in Information Sciences and Service Sciences,2012,4(19):211-219.
    [14]Faghih-Roohi S,Xie Min,Ng K M,et al.Dynamic availability assessment and optimal component design of multistate weighted k-out-of-n systems[J].Reliability Engineering and System Safety,2014,123(7):57-62.
    [15]汪应诺.系统工程理论、方法与应用[M].北京:高等教育出版社,1998.
    [16]袁逸萍,孙文磊,朱颖,等.多领域下基于需求特征的组件建模技术[J].系统仿真学报,2010,22(10):2358-2362.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心