Seismic Dynamic Response of an Atrium-type Subway Station北大核心CSCD

Atrium-type subway stations have been utilized for multifunctional demands. For natural lighting, the middle parts of slabs are replaced by beams. And to expand space, no columns are set for the 1st floor underground, while flat columns are set for the 2nd floor. These characteristics make the seismic response of the atrium-type subway station differ from the traditional station. In this paper, by a shaking table test of soil-structure 1/30 scale model of the atrium-type subway station, the amplification and attenuation effect of soils to the ground motion, as well as the acceleration and the strain response of the structure are analyzed when the model is subjected to lateral ground motions with different PGA and frequency contents. Subsequently, the seismic dynamic effect on the structural internal force distribution is discussed to improve the seismic design of the atrium-type subway station. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

A family of macroscopic node models

The family of macroscopic node models which comply to a set of basic requirements is presented and analysed. Such models are required in macro-, mesoscopic traffic flow models, including dynamic network loading models for dynamic traffic assignment. Based on the behaviour of drivers approaching and passing through intersections, the model family is presented. The headway and the turn delay of vehicles are key variables. Having demand and supply as input creates a natural connection to macroscopic link models. Properties like the invariance principle and the conservation of turning fractions are satisfied. The inherent non-uniqueness is analysed by providing the complete set of feasible solutions. The node models proposed by Tampère et al. (2011), Flötteröd and Rohde (2011) and Gibb (2011) are members of the family. Furthermore, two new models are added to the family. Solution methods for all family members are presented, as well as a qualitative and quantitative comparison. Finally, an outlook for the future development of empirically verified models is given.     

大跨度钢管混凝土拱桥结构检测与安全评估研究

为确保大跨度钢管混凝土拱桥的运营安全,文章依托广西某大跨度钢管混凝土拱桥工程,通过索力检测、静力加载试验和动力荷载试验进行了桥梁结构检测与安全评估研究,为大跨度钢管混凝土拱桥的后期运营养护提供参考依据。     

A multi-objective approach for Dynamic Airspace Sectorization using agent based and geometric models

A key limitation when accommodating the continuing air traffic growth is the fixed airspace structure including sector boundaries. The geometry of sectors has stayed relatively constant despite the fact that route structures and demand have changed dramatically over the past decade. Dynamic Airspace Sectorization is a concept where the airspace is redesigned dynamically to accommodate changing traffic demands. Various methods have been proposed to dynamically partition the airspace to accommodate the traffic growth while satisfying other sector constraints and efficiency metrics. However, these approaches suffer from several operational drawbacks, and their computational complexity increases fast as the airspace size and traffic volume increase. In this paper, we evaluate and identify the gaps in existing 3D sectorization methods, and propose an improved Agent Based Model (iABM) to address these gaps. We also propose three additional models using KD-Tree, Bisection and Voronoi Diagrams in 3D, to partition the airspace to satisfy the convexity constraint and reduce computational cost. We then augment these methods with a multi-objective optimization approach that uses four objectives: minimizing the variance of controller workload across the sectors, maximizing the average sector flight time, and minimizing the distance between sector boundaries and the traffic flow crossing points. Experimental results show that iABM has the best performance on workload balancing, but it is restrictive when it comes to the convexity constraint. Bisection- and Voronoi Diagram-based models perform worse than iABM on workload balancing but better on average sector flight time, and they can satisfy the convexity constraint. The KD-tree-based model has a lower computational cost, but with a poor performance on the given objectives.     

SA取消前后RBN—DGPS系统精度评估与分析

在取消SA前后,对GPS、RBN－DGPS的陆地静态定点定位进行实测、统计与分析,重点对RBN－DGPS基准站的伪距改正量残差、经纬度残差等数据进行了大量的实测与传统,并在此基础上,统计了SV、HDOP、VDOP、PDOP、2DRMS的概率。采用回归分析的数学方法,建立了RBN－DGPS用户定位精度随基准站距离变化的数学模型。对我国GPS、RBN－DGPS系统的应用与开发,具有一定的参考价值。     

手持数字式天文定位仪研究

利用二维水平基准传感器与测角装置联合测量信息,替代自然水天线与人工读数;利用CCD面阵辅助精确瞄准;测量瞄准线与水平面之间的天体高度角,再依据两星或三星等多天体定位原理进行天文定位导航;研制出一种新型的自带人工水平基准的手持数字式天文定位装置系统。本文对该系统的结构组成与测量原理、误差分析、校正原理与方法等做了办全面的论述。     

集装箱车辆跟踪和管理

叙述对集装箱车辆跟踪和管理的重要性,介绍实现集装箱车辆跟踪和管理的方法,以及采用3G（GPS、GIS、GSM）高新技术开发而成的集装箱车辆跟踪和管理系统,最后展示应用实例。     

减小船体艉部振动的动力吸振器研究

采用有限元法研究了动力吸振器减小船体梁结构谐波振动响应的有效性。在本文研究中利用由文献[1]给出的最优调谐参数,采用直接法计算谐波激励下船体结构的频率响应特征。本文分析了动力吸振器三种不同配置的情况,用来研究它们对减小船体谐波响应的敏感性和适用性,为动力吸振器的实船应用提供了理论依据。     

舰载猎雷声纳基阵动力学特性研究

研究动基座上捷联式猎雷声纳基阵的动力学特性,首先给出声纳基阵的动力学模型,考虑声纳基阵的三轴框架结构特点及猎雷艇这一动基座的存在,着重对声纳基阵的动力学特性进行深入的分析和研究,揭示出其时变、非线性、强耦合的动力学特性,同时指出惯量矩阵的特殊性质,计算机仿真结果表明了理论分析的正确性。分析结果对于掌握系统本质,设计高精度,强鲁棒性的声纳基阵控制稳定系统提供了理论依据。     

The impact of periodic axial loads on nonlinear dynamic instability behavior of Inconel 625 pipes

In various engineering fields like aerospace and aircraft structures or marine and offshore platforms, constitutive material of critical components should be made of specific materials that can work properly in the required workspace. Such materials must have excellent properties such as high mechanical strength as well as great resistance to corrosion, oxidation, and creep. Inconel 625 is a superalloy that is chosen as constitutive material of critical components due to its great abilities. On the other hand, since investigating Inconel 625 pipe has not been done yet, different mechanical characteristics of using structures made of Inconel 625 should be assessed. Additionally, doing so would be necessary to gather information for current industrial affairs and also future investigations. Therefore, the nonlinear dynamic instability response of axially loaded Inconel 625 pipes is investigated in the current article. The pipe structure is modeled via the Donnell shell theory and nonlinear von Kármán theory. The motion equations of pipes are established by applying the Hamiltonian approach. Then, in order to alter the nonlinear derived partial differential equations into the Mathieu-Hill equation, both Navier's solution and Airy stress function are implemented. Additionally, the amplitudes of steady-state oscillation of the Inconel 625 pipe are determined by employing Bolotin's method. Eventually, the impacts of various effective parameters on the nonlinear dynamic behaviors of Inconel 625 pipes are evaluated. The results indicate static and dynamic load factors possess a remarkable effect on instability exciting areas and steady-state vibration amplitudes of pipe. Moreover, the dynamic instability response of the pipe is dependent on the radius-to-thickness and length-to-radius ratios, and also how the ratios are affected depends on the wave number.