随着互联网应用的蓬勃发展,一个人在不同的社交网络平台上都拥有账户是很常见的.如何在多个社交网络上找到同一个人的账户,对许多应用是很重要的问题,也被称为用户对齐问题.在用户对齐问题上,目前有两个主要的挑战:首先,收集手工对齐的...随着互联网应用的蓬勃发展,一个人在不同的社交网络平台上都拥有账户是很常见的.如何在多个社交网络上找到同一个人的账户,对许多应用是很重要的问题,也被称为用户对齐问题.在用户对齐问题上,目前有两个主要的挑战:首先,收集手工对齐的用户对作为训练数据的代价非常大,但传统的有监督方法往往需要大量的标注数据才能获得较好的效果;其次,不同网络中的用户的结构和属性往往不太相同,进一步增加了用户对齐的难度.提出一种无监督用户对齐方法SPUAL(Soft Principle for User Alignment),设计了一种新颖的基于用户的属性与结构的软对齐一致性原则,通过无监督方法计算用户对是否服从此原则来推断用户对是否对齐.在几个公共数据集上的实验表明,该方法的性能比目前最先进的无监督方法都有明显提高.展开更多
The dynamic responses of a slab track on transversely isotropic saturated soils subjected to moving train loads are investigated by a semi-analytical approach. The track model is described as an upper Euler beam to si...The dynamic responses of a slab track on transversely isotropic saturated soils subjected to moving train loads are investigated by a semi-analytical approach. The track model is described as an upper Euler beam to simulate the rails and a lower Euler beam to model the slab. Rail pads between the rails and slab are represented by a continuous layer of springs and dashpots. A series of point loads are formulated to describe the moving train loads. The governing equations of track-ground systems are solved using the double Fourier transform, and the dynamic responses in the time domain are obtained by the inverse Fourier transform. The results show that a train load with high velocity will generate a larger response in transversely isotropic saturated soil than the lower velocity load, and special attention should be paid on the pore pressure in the vicinity of the ground surface. The anisotropic parameters of a surface soil layer will have greater influence on the displacement and excess pore water pressure than those of the subsoil layer. The traditional design method taking ground soil as homogeneous isotropic soil is unsafe for the case of RE 〈 1 and RG 〈 1, so a transversely isotropic foundation model is of great significance to the design for high train velocities.展开更多
文摘随着互联网应用的蓬勃发展,一个人在不同的社交网络平台上都拥有账户是很常见的.如何在多个社交网络上找到同一个人的账户,对许多应用是很重要的问题,也被称为用户对齐问题.在用户对齐问题上,目前有两个主要的挑战:首先,收集手工对齐的用户对作为训练数据的代价非常大,但传统的有监督方法往往需要大量的标注数据才能获得较好的效果;其次,不同网络中的用户的结构和属性往往不太相同,进一步增加了用户对齐的难度.提出一种无监督用户对齐方法SPUAL(Soft Principle for User Alignment),设计了一种新颖的基于用户的属性与结构的软对齐一致性原则,通过无监督方法计算用户对是否服从此原则来推断用户对是否对齐.在几个公共数据集上的实验表明,该方法的性能比目前最先进的无监督方法都有明显提高.
基金the National Basic Research Program of China under Grant No.2013CB036405the Key Research Program of the Chinese Academy of Sciences under Grant No.KZZD-EW-05the Natural Science Foundation of China under Grant Nos.41402317,51209201 and 51279198
文摘The dynamic responses of a slab track on transversely isotropic saturated soils subjected to moving train loads are investigated by a semi-analytical approach. The track model is described as an upper Euler beam to simulate the rails and a lower Euler beam to model the slab. Rail pads between the rails and slab are represented by a continuous layer of springs and dashpots. A series of point loads are formulated to describe the moving train loads. The governing equations of track-ground systems are solved using the double Fourier transform, and the dynamic responses in the time domain are obtained by the inverse Fourier transform. The results show that a train load with high velocity will generate a larger response in transversely isotropic saturated soil than the lower velocity load, and special attention should be paid on the pore pressure in the vicinity of the ground surface. The anisotropic parameters of a surface soil layer will have greater influence on the displacement and excess pore water pressure than those of the subsoil layer. The traditional design method taking ground soil as homogeneous isotropic soil is unsafe for the case of RE 〈 1 and RG 〈 1, so a transversely isotropic foundation model is of great significance to the design for high train velocities.
