摘要：Aimed at the uncertain characteristics of discrete logistics network design,an interval hierarchical triangular uncertain OD demand model based on interval demand and network flow is *** consideration of the system profit,the uncertain demand of logistics network is measured by interval variables and interval parameters,and an interval planning model of discrete logistics network is *** risk coefficient and maximum constrained deviation are defined to realize the certain transformation of the *** integrating interval algorithm and genetic algorithm,an interval hierarchical optimal genetic algorithm is proposed to solve the *** is shown by a tested example that in the same scenario condition an interval solution[3275.3,3 603.7]can be obtained by the model and algorithm which is obviously better than the single precise optimal solution by stochastic or fuzzy algorithm,so it can be reflected that the model and algorithm have more stronger operability and the solution result has superiority to scenario decision.

摘要：Delay,as an inevitable real-world phenomenon,is usually ignored in transport network design.A model of urban hybrid transport system with stochastic delay was created on the basis of the idealized public transport system *** formulating the total trip time cost composed of accessing time in the sub-region of the city,waiting time at the public transport station,and in-vehicle time in the public transit network,the analytical properties of the total trip time cost function were *** results show that in the urban hybrid transport network design,the total trip time cost reaches its approximate minimum in a δ-neighbourhood of buffer time of 1.5 min,and that through modelling optimal delay in hybrid transport system,the maximal synchronization can be achieved and operational efficiency and passenger satisfaction can be *** proposed modelling and analytical investigations are attempts to contribute to more realistic modelling of future idealized public transport system that involves more practical constraints.

摘要：In order to reveal the changing law of the mechanical response of asphalt pavements under the action of vehicle load and provide references for the design of durable pavements,three typical asphalt pavement structures with flexible base(S1),combined base(S2),and semi-rigid base(S3)were selected to perform field strain tests under static and dynamic load using the fiber Bragg grating optical sensing *** changing characteristics of the strain field along the horizontal and depth directions of pavements were *** results indicate that the most unfavorable asphalt pavement layers were the upper-middle surface layer and the lower base *** addition,the most unfavorable loading positions on the surface layer and the base layer were the center of wheel load and the gap center between two wheels,*** most unfavorable layer of the surface layers gradually moved from the lower layer to the upper layer with the increase of base layer *** power function relationships between structural layer strain and vehicle speed were *** semi-rigid base asphalt pavement was the most durable pavement type,since its strain value was lower compared to those of the other structures.