微波双带带通滤波器的研究与进展

随着无线通信需求的不断增加,双频便携式电话和无线局域网被广泛应用,双带滤波器也成为这些通信系统前端的重要器件,其具有小型化、低功耗、高选择性等特点,非常适合应用于现代通信系统。该文主要研究微波双带带通滤波器的设计理论和研究方法,介绍近几年微波双带带通滤波器的研究与进展,并从电路结构特征及设计方法上对其进行了分类讨论,最后简要报道我们在双带带通滤波器领域的研究工作以及微波双频带滤波器的研究态势与未来的展望。     

浅谈城市道路景观设计

研究目前我国城市景观设计存在的问题,提出了城市道路景观设计的内容及原则,明确城市道路景观设计中不仅应尊重自然景观,而且应尊重人文文化,力求达到人文自然完美和谐统一的设计理念,并通过一些工程实例进行了说明。     

Estimating heterogeneity of car travelers on mode shifting behavior based on discrete choice models

In order to understand the mode shift behavior of car travelers and relieve traffic congestion, a Stated Preference survey has been conducted in the city of Ji'nan in China to analyze bus choice behavior and the heterogeneity of car travelers. Several discrete choice models, including multinomial logit, mixed logit and latent class model (LCM) are developed based on these survey data. A comparative analysis indicates that the LCM has the highest precision and is more suitable to analyze the heterogeneity of car travelers. The LCM divides car travelers into three classes. Different classes have different sets of influencing factors in the model. Policy recommendations are also proposed for those classes to promote bus shift from car travelers based on the model results. Finally, sensitivity analysis on parking fees and fuel cost is carried out on the LCMs under different bus service levels. Car travelers have different sensitivities to the influencing factors. The conclusions indicate that the LCM can reflect the heterogeneity and preferences of car travelers and can be used to understand how to shift the behavior of car travelers and make more effective traffic policy.     

Back Analysis of Surrounding Rock Mechanical Parameters of Underground Caverns Based on Genetic Algorithm北大核心CSCD

Surrounding rocks are the main bearing structure of underground caverns, and mechanical parameters used in design and analysis affect the result reliability directly. Based on the monitoring data of surrounding rocks of a water diversion tunnel and genetic algorithm, secondary development of software ABAQUS was conducted, related genetic algorithm was programmed to back analyze the mechanical parameters of surrounding rocks of underground caverns, then a comparison between the calculated parameters and the designed parameters was taken to discuss the rationality of the designed parameters. The results show that the inversion values are larger than the designed ones, and the displacements calculated by the inversion parameters are smaller than that of the original parameter values, showing that the parameters adopted in design are safe. The analysis results prove that the method proposed in this paper is available for parameter analysis in similar projects. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

Controlling Structural Deformation of Surrounding Rock Passed by a Deep-Buried Tunnel北大核心CSCD

Layered rock masses with rapid and serious initial deformation and anisotropy regarding the spatial dis-tribution of the failure are encountered during the construction of many large and deeply buried tunnels on the Lan-zhou-Chongqing railway. It is difficult to deal with the resulting problems with conventional control measures, and additional support measures are frequently needed, which significantly affects construction. Focusing on this special large non-linear deformation, the failure mechanism of the large structural deformation of layered rock masses is thor-oughly analyzed by geological site surveys, laboratory tests, site tests and 3DEC discrete element numerical simula-tion. The research results show that high geostress induces rapid and strong squeezing deformation after excavation in low-strength rock masses, and anisotropy of the layered rock mass controls the stress redistribution after excava-tion and the asymmetrical distribution of tunnel section deformation. Based on the asymmetric deformation mecha-nism of the rock mass, a directional support measure for the disturbance anisotropy of the layered rock mass is pro-posed as a rock mass control to reinforce it in an active way. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

基于知识的船体结构快速设计及优化

在确保安全的前提下,快速设计出优秀船体结构并实现快速修改是船舶设计师梦寐以求的目标。文章针对这一目标,提出了基于知识的船体结构快速设计方法,引入船体结构知识本体的概念,将知识工程原理和参数化技术相结合,对船体结构设计知识库的建立进行了研究,实现了船体结构三维快速优化设计。设计中设计船的结构构件位置通过位置参数确定,构件尺寸通过母型知识库并运用NURBS函数插值再结合规范要求获得,对主要结构采用量子行为遗传算法进行优化。实例表明,该方法将设计知识嵌入到船体结构知识本体中,既有助于设计知识的保留和再利用,又能实现对设计结果的自动检查,进而快速获得合理的船体结构。     

基于认知无线电的军事通信抗干扰研究

认知无线电具备频谱感知能力和可重构性,能够借助频谱感知能力分析出工作频段内的敌意干扰,并可通过可重构性来改变其工作参数以避开干扰。介绍了军事通信中常见的干扰和抗干扰方式,指出了各种抗干扰方式所存在的不足,提出了将认知无线电应用于军事通信抗干扰中的设想。分析了认知无线电的基本概念和关键技术,并在此基础上分析了基于认知无线电的军事通信抗干扰策略的可行性,探讨了基于认知无线电的军事通信抗干扰需要重点解决的问题。     

港口铁路区间双线同时同向运行通过能力研究

港口铁路运输具有运价低,速度快,安全性高的优势。以宁波北仑港口铁路为例,将单线铁路建设为复线铁路,实现铁路区间双线自动闭塞运行,以提高运输效率。由于港口货物近年资源性物资比重大,在运输过程中存在运输方向不平衡性问题,应采取铁路双线同时同向运行可进一步提高运输效率,且铁路信号设备可保证同时同向运输安全要求。经综合分析,港口铁路区间双线同时同向运输可提高海铁联运能力及经济效益。     

胺基型超快螯合纤维处理含铜废水性能研究

应用化学涂敷法制备了铜离子螯合纤维,考察了其对铜离子的平衡吸附过程及pH值对吸附性能的影响,对比了螯合纤维及D113树脂吸附铜离子的速率,并用准一级和准二级动力学方程对实验数据进行分析拟合,从而得出结论——在相同的pH值和浓度下,螯合纤维的吸附速率是D113树脂吸附速率的十几倍：