U491
等时段的GM(1,N)模型已厅各个领域得到广泛应用,但该模型在实际应用中存在着局限性。本文将等时段GM(1,N)模型进行推广,建立了非等时段的GM(1,N)模型,推出其解,并给出了将其应用于交通工程的两个例子。
GM(1,N) with equal time separation has been applied extensively, in the paperGM(1,N) with different time separation is built and the model's algorithm is suggested. Twoexamples of traffic engineering are given to verify its effectiveness.
周溪召 严凌.非等时段的GM(1,N)模型及在交通工程中的应用[J].上海理工大学学报,1998,(4):315-318.