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作 者:黄慎江[1] 王凌军 HUANG Shenjiang;WANG Lingjun(School of Civil and Hydraulic Engineering,Hefei University of Technology,Hefei 230009,China)
机构地区:[1]合肥工业大学土木与水利工程学院,安徽合肥230009
出 处:《合肥工业大学学报(自然科学版)》2018年第9期1231-1237,共7页Journal of Hefei University of Technology:Natural Science
摘 要:采用概率网络估算技术(probabilistic network evaluation technique,PNET)计算结构系统可靠度时,需要对代表模式进行识别,通常的做法是选择适当的相关系数界限值,然后对各失效模式与代表模式的关系进行判断,但是这种"一刀切"的方式忽略了事物固有的模糊属性。文章通过引入代表模式识别过程中的模糊性,采用λ-截集法对识别方法进行改进。通过算例验证得知,采用文中改进方法计算得到的结构可靠度更加精确,更加符合工程实际情况。采用不同的隶属函数形式和置信度值会影响计算得到的结果,因此应根据实际情况选择适当的隶属函数形式和置信度值。As the probabilistic network evaluation technique(PNET)is used to calculate structural system reliability,it is necessary to identify representative failure patterns,and the usual approach is to select appropriate value of correlation coefficient index,then judge the relationship between the failure modes and the representative modes.This“broad brush”approach ignores the inherent attribute of fuzziness.By introducing the fuzziness of the representative pattern recognition process,the recognition method is improved by usingλ-cut set method.Example shows that the structural system reliability result is more accurate and more in line with the actual engineering situation.The different forms of membership function and confidence value will influence the calculation results,so the appropriate form of membership function and confidence value should be selected according to the actual situation.
关 键 词:概率网络估算技术(PNET) 结构可靠度 失效模式 Λ-截集 模糊性
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