未知时变扰动和输入饱和下的智能船舶鲁棒非线性控制

复杂海况下环境多变并且船舶具有多耦合、强非线性的特点,针对智能船舶定位控制问题,考虑在未知时变扰动和输入饱和约束之下船舶的定位控制问题,结合非线性扰动观测器提出一种带辅助动态系统的鲁棒非线性控制算法。通过Lyapunov理论证明了所提出的非线性扰动观测器与控制器结合后闭环系统的稳定性和信号的一致最终有界性。利用非线性扰动观测器对环境中存在的海浪扰动进行有效的估计处理。最后,通过仿真验证了所提出的控制算法不仅能保证船舶期望的位置和艏向,而且提高了控制速度,具有较好的控制性能。     

可伸缩式海工栈桥分类详解

介绍了可伸缩式海工栈桥的主要功能和分类,功能上分为主动补偿和被动补偿型以及其他类型,用途上分为油气行业和风电运维行业应用,尺寸上可分为小型、中型和大型,今后的分类的方法会更加科学和合理,为我国各类可伸缩海工栈桥研发的标准化、系列化提供依据。     

基于CATIA的船舶边锚锚台放样及现场作业指导

随着船舶制造的大型化,采用大抓力不平衡锚作为边锚的船舶设计越来越多。这对船舶边锚锚系设计、制造及现场安装均提出了较高要求。边锚锚系的放样和现场作业指导是这些过程中的核心环节,其设计质量和施工效率的直接影响到锚系系统生命周期。本文基于船厂在锚系施工工作的实践经验,对边锚锚系施工设计工作的业务流程进行了介绍,基于CATIA软件,对某型船的边锚锚系进行了创成式三维放样,结合现场施工的实际需求,提出了基于CATIA的锚系现场作业指导办法,大幅提升了设计质量和施工效率。     

建筑垃圾路基填筑技术

高速公路建设过程中,沿线拆迁产生大量的建筑垃圾,对建筑垃圾的回收利用,不仅能节省工程造价、节约自然资源,海能解决因建筑垃圾堆放产生的环境问题,保障高速公路建设的可持续发展。建筑垃圾主要由砖块、混凝土快、碎石等组成,是很好的路基填筑材料,经过简单的分选、挑拣,直接用于高速公路路基填筑。建筑垃圾颗粒大小不一,需要进行破碎,提出建筑垃圾在路基填筑层位采用羊足碾碾压破碎,结合振动碾压和铁三轮静压,实现建筑垃圾路基碾压密实。建筑垃圾有卡车运至路基填筑现场,现场松铺厚度不超过40 cm,倾倒后采用推土机由前向后倒退摊铺,尽量将大颗粒建筑垃圾铺在下部、细颗粒建筑垃圾铺在上部,先采用21 t羊足碾碾压6-10遍,保证路基表层颗粒粒径不超过10 cm;21 t振动压路机碾压3~6遍、22 t铁三轮压路机碾压3遍.提岀建筑垃圾路基质量控制指标和检测方法。     

油库工业控制系统信息安全防护措施简析

本文结合某港油库的工业控制系统信息安全升级项目,介绍了该港根据《工业控制系统信息安全防护指南》、《工业控制系统信息安全行动计划(2018-2020)》以及国内外相关标准规范的要求,通过多角度评估,建立健全油库工业控制系统的安全保障体系,实现对其全方位的防护。     

京杭运河穿黄及黄河北航道走向探析

近年来,京杭运河黄河以北段复航呼声越来越高,京杭运河穿黄及黄河北山东段走向成为目前需要迫切解决的问题。本文通过对东平湖周边防洪工程现状分析,提出了穿黄位置、穿黄方案及穿黄线路走向;根据黄河北河系水网布置,提出了京杭运河黄河北山东段航道初步走向,为京杭运河黄河以北段复航工程提供技术参考。     

Activity involvement and time spent on computers for leisure: an econometric analysis on the American Time Use Survey dataset

Internet is capturing more and more of our time each day, and the increasing levels of engagement are mainly due to the use of social media. Time spent on social media is observed in the American Time Use Survey and recorded as leisure time on Personal Computer (PC). In this paper, we extend the traditional analysis of leisure activity participation by including leisure activities that require the use of a PC. We study the substitution effects with both in-home and out-of-home leisure activities and the time budget allocated to each of them. The modeling framework that includes both discrete alternatives and continuous decision variables allow for full correlation across the utility of the alternatives that are all of leisure type and the regressions that model the time allocated to each activity. Results show that there is little substitution effect between leisure with PC and the relative time spent on it, with in-home and out-of-home leisure episodes. Households with more children and full-time workers are more likely to engage in in-home and PC related leisure activities (especially during weekends). Increments in the travel time of social trips result in significant reductions in leisure time during weekdays.     

Spar基础浮式风机系泊系统全耦合分析

本文以OC3 Hywind Spar基础浮式风机为研究对象,采用先进的空气动力-水动力耦合时域分析方法,针对其在中国南海某海域风浪流共同作用下,系泊系统、浮式基础运动以及风机与塔桶载荷响应进行分析。对比了定常风与湍流风模型对浮式风机系泊系统、整体运动响应以及风机载荷的影响。计算结果表明：相比于湍流风,采用定常风进行浮式风机系泊系统分析将得到偏于危险的结果,同时浮式风机运动响应与风机载荷结果偏小。本文建议在系泊系统初始设计阶段采用定常风方法进行设计,在系泊分析阶段采用湍流风进行分析,以保证浮式风机长期服役安全。     

Effect of Explosion in a Gas Pipeline Compartment of a Utility Tunnel on Neighboring Metro Tunnels北大核心CSCD

In this paper the numerical simulation analysis of the effect of explosion in the gas pipeline compartment of a utility tunnel on neighboring metro tunnels was conducted using the software AUTODYN. The results show that the TNT equivalent in a fireproof partition with length of 200 m is 41.6 kg when the gas concentration in the gas pipeline compartment reaches 10%; the blast wave has much effect on the crown and arch waist of the round metro tunnel and it’s necessary to take some protective measures in both areas; when the surrounding soil is sand, the utili- ty tunnel is above the round metro tunnel and their alignments are in the same direction, the greater the vertical spacing between the utility tunnel and the metro tunnel, the smaller the effect of the blast wave on the metro tunnel; when the vertical spacing is 7.2 m, the maximum dynamic tensile stress is 1.86 MPa (including the static stress value of 1 MPa in the tunnel segment) and it is slightly smaller than the designed tensile strength of metro tunnel (about 1.89 MPa). The maximum vibration velocity and the maximum displacement meet the structural stability require- ments, so it is suggested the vertical spacing between the utility tunnel and metro tunnel shall not be less than 7.2 m. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

基于模型参考自适应的电动车用内置式永磁同步电机电感参数辨识技术研究

内置式永磁同步电机(IPMSM)由于其优良的转矩特性和宽广的调速范围而广泛运用于电动汽车电驱系统。与表贴式永磁同步电机(SMPSM)不同,IPMSM转子具有强烈的凸极效应。因此其控制方式相较表贴式更为复杂,需要更加精确的电机数学模型。但是由于饱和效应和交叉耦合,电感参数会随运行工况变化而发生变化,从而影响系统控制精度,所以能够实时掌握内置式永磁同步电机电感参数是非常重要的。本文采用模型参考自适应算法(MRAS)实现IPMSM电感参数在线辨识,运用Runge Kutta离散化方法建立可调模型,依据Popov超稳定性定理推导出自适应律。仿真结果表明,采用MRAS的在线参数辨识算法可以准确、实时地辨识出IPMSM的交、直轴电感。