时序特征融合的视频实例分割

目的 随着移动互联网和人工智能的蓬勃发展,海量的视频数据不断产生,如何对这些视频数据进行处理分析是研究人员面临的一个挑战性问题。视频中的物体由于拍摄角度、快速运动和部分遮挡等原因常常表现得模糊和多样,与普通图像数据集的质量存在不小差距,这使得对视频数据的实例分割难度较大。目前的视频实例分割框架大多依靠图像检测方法直接处理单帧图像,通过关联匹配组成同一目标的掩膜序列,缺少对视频困难场景的特定处理,忽略对视频时序信息的利用。方法 本文设计了一种基于时序特征融合的多任务学习视频实例分割模型。针对普通视频图像质量较差的问题,本模型结合特征金字塔和缩放点积注意力机制,在时间上把其他帧检测到的目标特征加权聚合到当前图像特征上,强化了候选目标的特征响应,抑制背景信息,然后通过融合多尺度特征丰富了图像的空间语义信息。同时,在分割网络模块增加点预测网络,提升了分割准确度,通过多任务学习的方式实现端到端的视频物体同时检测、分割和关联跟踪。结果 在YouTube-VIS验证集上的实验表明,与现有方法比较,本文方法在视频实例分割任务上平均精度均值提高了2%左右。对比实验结果证明提出的时序特征融合模块改善了视频分割的效果。结论 针对当前视频实例分割工作存在的忽略对视频时序上下文信息的利用,缺少对视频困难场景进行处理的问题,本文提出融合时序特征的多任务学习视频实例分割模型,提升对视频中物体的分割效果。     

地基刚度和不均匀性对混凝土大坝地震响应的影响

应用比例边界有限元方法进行了坝-水库-无限地基的动力相互作用分析。深入研究了无限地基刚度变化以及地基非均匀性对大坝地震响应的影响。计算了不同的均匀地基刚度和地基刚度随深度变化情况下Koyna大坝的频响曲线以及地震作用下大坝的时程响应。计算结果表明,地基刚度和不均匀性对大坝地震响应产生重要影响。对于均质地基刚度增加时,坝的地震响应随之增加;对于地基刚度随深度增加的不均匀地基,坝的地震响应增加迅速。此外还讨论了工程中广泛应用的无质量地基模型对于相互作用分析的适用性问题。     

A modified scaled boundary finite element method for three‐dimensional dynamic soil‐structure interaction in layered soil

This paper is devoted to the analysis of elastodynamic problems in 3D‐layered systems which are unbounded in the horizontal direction. For this purpose, a finite element model of the near field is coupled to a scaled boundary finite element model (SBFEM) of the far field. The SBFEM is originally based on describing the geometry of a half‐space or full‐space domain by scaling the geometry of the near field / far field interface using a radial coordinate. A modified form of the SBFEM for waves in a 2D layer is also available. None of these existing formulations can be used to describe a 3D‐layered medium. In this paper, a modified SBFEM for the analysis of 3D‐layered continua is derived. Based on the use of a scaling line instead of a scaling centre, a suitable scaled boundary transformation is proposed. The derivation of the corresponding scaled boundary finite element (SBFE) equations in displacement and stiffness is presented in detail. The latter is a nonlinear differential equation with respect to the radial coordinate, which has to be solved numerically for each excitation frequency considered in the analysis. Various numerical examples demonstrate the accuracy of the new method and its correct implementation. These include rigid circular and square foundations embedded in or resting on the surface of layered homogeneous or inhomogeneous 3D soil deposits over rigid bedrock. Hysteretic damping is assumed in some cases. The dynamic stiffness coefficients calculated using the proposed method are compared with analytical solutions or existing highly accurate numerical results. Copyright © 2011 John Wiley & Sons, Ltd.     

高性能比例边界有限元场地动力模型研究

针对厂房-基础-地基动力相互作用的时域数值分析,建立有效合理的地基无限域计算模型。采用基于加速度脉冲响应函数的高性能比例边界有限元,结合真实的地基开挖参数,针对地基无限域相互作用力的求解进行了分析,并对比粘弹性人工边界模型与核电规范模型,研究了高性能比例边界有限元模型的工程适用性。结果显示该模型在保证精度的前提下,有效降低了卷积运算量,数值稳定性好,对基坑开挖的参数敏感性高,具有良好的工程实用前景。     

武汉市城镇土地调查的质量控制

土地是国家重要的资源和资产,准确的土地调查资料是国土货源各项管理工作的基础。基于1：1万比例尺的土地调查基础图件与数据已难以满足当前城市社会经济发展需要,开展1：500比例尺城镇土地调查是完善土地管理信息化、产业化的必需。抓好调查质量是关系调查成果实际价值的根本。翔实、准确的调查资料可为土地利用总体规划修编、建立正常土地变更调查更新等管理工作打下良好基础。通过调查工作的实施,对促进建设和谐社会、提高广大群众的土地法规意识有着重要意义。     

Scaled runge-kutta-nyström methods for the second order differential equation ÿ = f(x,y)

New Runge-Kutta-Nyström algorithms are presented which determine an approximation of the solution and its derivative of the second order differential equation ÿ = f(x,y) at intermediate points of a given integration step, as well as at the end of each step. These new algorithms, called scaled Runge-Kutta-Nyström (SRKN) methods, are designed to be used with existing Runge-Kutta-Nyström (RKN) formulas, using the function evaluations of these methods as the core of the new system. Thus, for a slight increase of the cost, the solution may be generated within a successful step, improving so the efficiency of the existing RKN methods.     

主从式遥微操作机器人力反馈控制系统的研究

本文研制出遥微操作机器人力反馈控制系统，建立了比例缩放条件下系统的二端口 网络模型，并对控制系统的稳定性进行了分析，最后进行了实验研究．实验结果表明，在与 物体接触时，操作者能够获得持续而稳定的接触力感觉，为进一步的微操作实验研究奠定了 基础．     

Aggregation‐Induced Multilength Scaled Morphology Enabling 11.76% Efficiency in All‐Polymer Solar Cells Using Printing Fabrication

All‐polymer solar cells (all‐PSCs) exhibit excellent stability and readily tunable ink viscosity, and are therefore especially suitable for printing preparation of large‐scale devices. At present, the efficiency of state‐of‐the‐art all‐PSCs fabricated by the spin‐coating method has exceeded 11%, laying the foundation for the preparation and practical utilization of printed devices. A high power conversion efficiency (PCE) of 11.76% is achieved based on PTzBI‐Si:N2200 all‐PSCs processing with 2‐methyltetrahydrofuran (MTHF, an environmentally friendly solvent) and preparation of active layers by slot die printing, which is the top efficient for all‐PSCs. Conversely, the PCE of devices processed by high‐boiling point chlorobenzene is less than 2%. Through the study of film formation kinetics, volatile solvents can freeze the morphology in a short time, and a more rigid conformation with strong intermolecular interaction combined with the solubility limit of PTzBI‐Si and N2200 in MTHF results in the formation of a fibril network in the bulk heterojunction. The multilength scaled morphology ensures fast transfer of carriers and facilitates exciton separation, which boosts carrier mobility and current density, thus improving the device performance. These results are of great significance for large‐scale printing fabrication of high‐efficiency all‐PSCs in the future.     

A scaled boundary finite element formulation for dynamic elastoplastic analysis

This study presents the development of the scaled boundary finite element method (SBFEM) to simulate elastoplastic stress wave propagation problems subjected to transient dynamic loadings. Material nonlinearity is considered by first reformulating the SBFEM to obtain an explicit form of shape functions for polygons with an arbitrary number of sides. The material constitutive matrix and the residual stress fields are then determined as analytical polynomial functions in the scaled boundary coordinates through a local least squares fit to evaluate the elastoplastic stiffness matrix and the residual load vector semianalytically. The treatment of the inertial force within the solution of the nonlinear system of equations is also presented within the SBFEM framework. The nonlinear equation system is solved using the unconditionally stable Newmark time integration algorithm. The proposed formulation is validated using several benchmark numerical examples.