摘要：The finite segment method is used to model the line throwing rocket system.A dynamic model of line throwing rocket with flight motion based on Kane's method is presented by the kinematics description of the system and the consideration of the forces acting on the *** experiment designed according to the parameters of the dynamic model is *** simulation and experiment results,such as range,velocity and flight time,are compared and *** simulation results are basically agreed with the test data,which shows that the flight motion of the line throwing rocket can be predicted by the dynamic model.A theoretical model and guide for the further research on the disturbance of rope and the guidance,flight control of line throwing rocket are provided by the dynamic modeling.

摘要：The initial motivation of the lifting technique is to solve the H∞control problems. However, the conventional weighted H∞design does not meet the conditions required by lifting, so the result often leads to a misjudgement of the design. Two conditions required by using the lifting technique are presented based on the basic formulae of the lifting. It is pointed out that only the H∞disturbance attenuation problem with no weighting functions can meet these conditions, hence, the application of the lifting technique is quite limited.

摘要：Transverse pressure gradient(TPG)is one of the key factors influencing the boundary layer airflow diversion in a bump *** paper proposes a novel TPG-based hypersonic bump inlet design *** method consists of two ***,a parametric optimization approach is employed to design a series of 2D inlets with various compression ***,according to the prescribed TPG,the optimized inlets are placed in different osculating planes to generate a 3D bump *** method provides a means to directly control the aerodynamic parameters of the bump rather than the geometric *** performing this method to a hypersonic chin inlet,a long and wide bump surface is formed in the compression wall,which leads to good integration of the bump/*** show that a part of the near-wall boundary layer flow is diverted by the bump,resulting in a slight decrease in the mass flow but a significant improvement in the total pressure *** addition,the starting ability is significantly improved by adding the bump *** reveals that the bump has a 3D rebuilding effect on the large-scale separation bubble of the unstarted ***,a mass flow correction is performed on the designed bump inlet to increase the mass flow to full airflow *** results show that the mass flow rate of the corrected bump inlet reaches up to 0.9993,demonstrating that the correction method is effective.

摘要：为研究悬臂浇筑法挂篮结构强度验算方法,选取菱形挂篮为研究对象。对菱形挂篮主桁系统、底篮系统、行走及锚固系统等主要构件进行优化,确定挂篮材料的尺寸和强度参数,确定施工过程中荷载类型。选取悬臂浇筑过程最重梁段和最长梁段作为受力不利状态,并考虑安全系数下的荷载组合情况。运用有限元软件建立菱形挂篮模型,以底模系统、前上横梁、主桁架作为挂篮强度验算主要构件。计算结果表明,挂篮结构各杆件在最不利受力状态下组合应力和剪应力在设计范围内,构件最大变形量满足规范要求,在最不利工况作用下挂篮整体变形满足使用要求。

摘要：以南昌市前湖水系为研究对象,根据片区规划设计情况构建基于MIKE+平台的区域管网、河网、汇水区及水质模型,模型中包含了初期雨水截流管道、智能截流井、调蓄池等径流污染控制措施。采用污染物累积/冲刷模型,分析了单次降雨的径流污染情况。对智能截流井的3种控制方式进行了对比分析,并讨论了截流系统对径流污染的控制效果。模拟结果表明,径流污染具有明显的初期效应。智能截流井根据调蓄池水位进行控制时,既能发挥调蓄池的全部能力,又能较好地保证初期雨水不被稀释。截流系统对河道水质具有一定的保护作用,不同污染物的控制效果与其冲刷特性关系密切。

摘要：概述了人工智能(artificial intelligence,AI)大模型研究的焦点、发展趋势及其技术本质,分析了国家层面的人工智能发展战略、国防领域的紧迫需求以及船舶领域应用的基础。从智能绿色船舶的发展、防务装备体系的革新、管控体系的建设以及知识密集产业的转型等方面,探讨了将人工智能大模型技术应用于船舶领域的广阔前景。人工智能大模型技术与“平行系统”“知识工厂”和“数字员工”等理念相结合,能够催生“AI设计”+“数字工厂”+“平行验证”等新型设计、研发和验证手段。此外,人工智能大模型技术可以从船体设计、船舶建造、航运管理、节能减排等方面为船舶行业注入智能和绿色元素,优化船舶各项功能,提高企业运营的效率,提升经济性和环保性。与新能源、新材料、先进制造和电子信息等战略新兴产业结合后,人工智能大模型技术能够基于新理念和新形态塑造未来海洋防务装备体系。同时,人工智能大模型技术能够赋能船舶管控体系的建设,优化规划计划、助力科技创新、提高管理效率和改善用装质效等。特别是随着船舶领域知识工厂的建立、数字人员工的培训、工业机器人的推广以及对深远海领域的拓展,人工智能大模型技术将能够推动船舶领域“自然人”“机器人”和“数字人”的有机结合和密切协同,加速船舶行业向知识密集型和智能密集型升级,使产业生态和价值创造模式向高端化、智能化和绿色化转变,实现更注重质量和效率的发展方式。

摘要：为提高电子病历共享过程中的安全性和灵活性,提出一种基于智能合约的访问控制委托框架,实现不同实体间的电子病历共享,同时还可以授权其它实体对其电子病历进行委托管理。基于3种智能合约,分别用于访问控制、错误访问检测和用户委托,使访问权限和委托权限的授予具有可追溯性。通过私有以太坊系统对访问控制框架进行委托功能实现及性能评估,验证了框架具有较高可扩展性、可靠性和可操作性,对优化电子病历系统具有参考性价值。

摘要：岩溶区地质环境复杂,溶洞隐蔽性较大,给桩基施工和设计带来了巨大挑战。充分考虑溶洞与桩基的相互作用,是确保上部建筑安全的关键。本文以岩溶区桩基承载性能为背景,综述了岩溶桩基相关模型实验、数值模拟和理论计算方法,发现下伏溶洞型桩基现研究的重点为顶板安全厚度、岩板质量、桩身直径、溶洞尺寸等,顶板相对安全厚度的计算仍是一个难题。对于贯穿溶洞型,现浇桩基需解决施工问题,如灌注桩施工中的漏浆和卡钻问题;预制桩基受桩径小和难嵌岩等因素的影响,其在岩溶区普遍存在承载力不足的问题。研究成果为溶洞发育区桩基竖向承载力计算提供了重要指导。

摘要：提出了一种新的非线性H∞控制的设计方法。虽然平方和(简称SOS)方法可用来求解不易用解析法求解的非线性问题,但还是不能直接来求解HJI不等式或非线性的有界实不等式。详细分析了SOS法在求解中的这些局限性。给出了求解非线性H∞控制的一种迭代设计的方法。每一次迭代分为两步。第一步是先用SOS法设计系统的非线性状态反馈,其增益阵是可调整的。第二步是求系统L2增益,用图解解析法求解计算中的优化问题。还给出了一个卫星大姿态机动的非线性H∞控制设计作为应用本方法的实例。

摘要：由于流行的提升法实际上并不适用于采样控制系统的H∞最优设计,本文提出一种基于频率响应概念的新的离散化H∞设计方法.文中结合S/T混合灵敏度问题,分析说明了这种离散化方法,并从鲁棒稳定性和性能两方面对设计结果进行了定量的验证.文中还与提升法的H∞设计进行了对比,指出由于提升变换需要进行回路转移,改变了标准H∞问题中的结构关系,因而设计结果并不理想.