For structural system with random basic variables as well as fuzzy basic variables,uncertain propagation from two kinds of basic variables to the response of the structure is investigated.A novel algorithm for obtaini...For structural system with random basic variables as well as fuzzy basic variables,uncertain propagation from two kinds of basic variables to the response of the structure is investigated.A novel algorithm for obtaining membership function of fuzzy reliability is presented with saddlepoint approximation(SA)based line sampling method.In the presented method,the value domain of the fuzzy basic variables under the given membership level is firstly obtained according to their membership functions.In the value domain of the fuzzy basic variables corresponding to the given membership level,bounds of reliability of the structure response satisfying safety requirement are obtained by employing the SA based line sampling method in the reduced space of the random variables.In this way the uncertainty of the basic variables is propagated to the safety measurement of the structure,and the fuzzy membership function of the reliability is obtained.Compared to the direct Monte Carlo method for propagating the uncertainties of the fuzzy and random basic variables,the presented method can considerably improve computational efficiency with acceptable precision.The presented method has wider applicability compared to the transformation method,because it doesn't limit the distribution of the variable and the explicit expression of performance function, and no approximation is made for the performance function during the computing process.Additionally,the presented method can easily treat the performance function with cross items of the fuzzy variable and the random variable,which isn't suitably approximated by the existing transformation methods.Several examples are provided to illustrate the advantages of the presented method.展开更多
基于Monte Carlo理论及First Order Reliability Method当量正态化理论借助Fuzzy概率及扩张原则提出了广义模糊随机可靠度理论,结合边坡滑动失效模式及渗透失效模式建立了堤防系统广义模糊随机可靠度算法,就长江荆南主干堤典型断面的可...基于Monte Carlo理论及First Order Reliability Method当量正态化理论借助Fuzzy概率及扩张原则提出了广义模糊随机可靠度理论,结合边坡滑动失效模式及渗透失效模式建立了堤防系统广义模糊随机可靠度算法,就长江荆南主干堤典型断面的可靠性进行分析,得到的规律性认识具有工程安全指导意义。展开更多
基于Monte Carlo理论及First Order Reliability Method当量正态化理论借助Fuzzy概率及扩张原则提出了广义模糊随机可靠度理论,结合边坡滑动失效模式及渗透失效模式建立了Stevenson-Moses算法下的堤防系统广义模糊随机可靠度算法,就长...基于Monte Carlo理论及First Order Reliability Method当量正态化理论借助Fuzzy概率及扩张原则提出了广义模糊随机可靠度理论,结合边坡滑动失效模式及渗透失效模式建立了Stevenson-Moses算法下的堤防系统广义模糊随机可靠度算法,就长江荆南主干堤典型断面的可靠性进行分析,论证了对堤身边坡做系统可靠度分析的必要性,得到的规律性认识具有工程安全指导意义。展开更多
基金supported by the National Natural Science Foundation of China(Grant Nos.10572117,50875213)the Program for New Century Excellent Talents in University(Grant No.NCET-05-0868)+1 种基金the Aviation Science Foundation(Grant No.2007ZA53012)the National Hi-Tech Research and Development Program of China("863"Project)(Grant No.2007AA04Z401)
文摘For structural system with random basic variables as well as fuzzy basic variables,uncertain propagation from two kinds of basic variables to the response of the structure is investigated.A novel algorithm for obtaining membership function of fuzzy reliability is presented with saddlepoint approximation(SA)based line sampling method.In the presented method,the value domain of the fuzzy basic variables under the given membership level is firstly obtained according to their membership functions.In the value domain of the fuzzy basic variables corresponding to the given membership level,bounds of reliability of the structure response satisfying safety requirement are obtained by employing the SA based line sampling method in the reduced space of the random variables.In this way the uncertainty of the basic variables is propagated to the safety measurement of the structure,and the fuzzy membership function of the reliability is obtained.Compared to the direct Monte Carlo method for propagating the uncertainties of the fuzzy and random basic variables,the presented method can considerably improve computational efficiency with acceptable precision.The presented method has wider applicability compared to the transformation method,because it doesn't limit the distribution of the variable and the explicit expression of performance function, and no approximation is made for the performance function during the computing process.Additionally,the presented method can easily treat the performance function with cross items of the fuzzy variable and the random variable,which isn't suitably approximated by the existing transformation methods.Several examples are provided to illustrate the advantages of the presented method.
文摘基于Monte Carlo理论及First Order Reliability Method当量正态化理论借助Fuzzy概率及扩张原则提出了广义模糊随机可靠度理论,结合边坡滑动失效模式及渗透失效模式建立了堤防系统广义模糊随机可靠度算法,就长江荆南主干堤典型断面的可靠性进行分析,得到的规律性认识具有工程安全指导意义。
文摘基于Monte Carlo理论及First Order Reliability Method当量正态化理论借助Fuzzy概率及扩张原则提出了广义模糊随机可靠度理论,结合边坡滑动失效模式及渗透失效模式建立了Stevenson-Moses算法下的堤防系统广义模糊随机可靠度算法,就长江荆南主干堤典型断面的可靠性进行分析,论证了对堤身边坡做系统可靠度分析的必要性,得到的规律性认识具有工程安全指导意义。
