船用铅酸电池充电器设计研究

蓄电池是国民经济以及国防建设的重要能源,充电技术也成为了其关键技术。单片机又以其低廉的成本,灵活的控制方式而得到业界的青睐,十分适于作为充电控制器使用。本文以PIC16F876单片机为核心的充电系统为例,通过对该集测量与控制为一体的智能化快速充电系统实际的开发和应用,证明了此方法具有很多优点,目前可以在多个项目中进行很好的应用。     

自导深弹脱靶距离测量方法研究

脱靶距离是衡量自导深弹制导控制能力的终级指标,指自导深弹跟踪目标时与目标之间的最小距离。试验时需要对其进行精确测量。提出了同步测距进行脱靶距离测量,简要阐述了系统的组成及工作原理,对系统的软硬件设计作了简要说明。系统测距精度高,使用方便,能满足工程需要。     

开放型公共物业管理模式与收费探讨

转换养护观念,提出市政公共设施是一个"开放型公共物业管理"理念、特点、与一般小区物业管理的区别,参照小区物业管理收费模式,提出"公共物业管理"收费形式,有关经验可供相关专业人员参考。     

兰州轨道交通1号线侧穿白衣寺保护措施研究

针对兰州轨道交通1号线侧穿省级文物白衣寺保护区,由于盾构施工以及运营期会对古建筑物有影响,为确保文物安全,提出一套对白衣寺的具体有效的保护措施。通过三维有限元数值模拟对处理效果分析得出:采取隔离桩加固措施后白衣寺沉降远低于标准安全评估的沉降变形控制要求;采用钢弹簧浮置板道床时列车运行振动对地表影响有明显改善。通过数值分析,论证一套具有很强实用价值的隧道穿越古建筑物保护措施设计方案。     

一种新型潜艇浮筏的前馈模糊控制策略

本文针对带有电流变液智能阻尼器的新型浮筏装置提出了一种前馈模糊控制策略.根据对浮筏上动力装置的振动激励信号的主频特性分析,运用模糊控制器来对各个主频进行加权,得出最优的控制电压来对阻尼器进行控制.实验结果证明,这种控制策略控制下的浮筏隔振系统的隔振效果要远远好于传统的最优被动浮筏隔振系统.     

FPSO内转塔浮子穴结构建造工艺

FPSO是依靠特殊的系泊系统永久系泊在海上。该文重点介绍了内转塔式单点系泊FPSO关键的特殊结构(浮子穴)、建造精度并剖析了浮子穴与周围结构的建造方法,进而指出了浮子穴建造中应注意的问题。     

地铁常用减振轨道振动特性及减振效果对比研究

对中等减振扣件轨道、梯形轨枕轨道、钢弹簧浮置板轨道、普通整体道床轨道进行环境振动现场实测,对比分析地铁列车通过时不同轨道的钢轨、道床、隧道壁振动加速度(垂向、横向)及钢轨动态变形(垂向、横向).结果表明:4种类型轨道的钢轨振动加速度相差不大;中等减振扣件轨道的道床振动加速度小于普通整体道床轨道,另外2种减振轨道明显大于普通整体道床轨道;钢弹簧浮置板轨道的隧道壁振动加速度明显小于其他轨道;钢弹簧浮置板轨道减振效果最好;中等减振扣件轨道的钢轨动态变形明显大于其他轨道.     

Stochastic frontier analysis of excess access to mid-trip battery electric vehicle fast charging

This study aims to explore how factors including charging infrastructure and battery technology associate the way people currently charge their battery electric vehicles, as well as to explore whether good use of battery capacity can be encouraged. Using a stochastic frontier model applied to panel data obtained in a field trial on battery electric vehicle usage in Japan, the remaining charge when mid-trip fast charging begins is treated as a dependent variable. The estimation results obtained using four models, for commercial and private vehicles, respectively, on working and non-working days, show that remaining charge is associated with number of charging stations, familiarity with charging stations, usage of air-conditioning or heater, battery capacity, number of trips, Vehicle Miles of Travel, paid charging. However, the associated factors are not identical for the four models. In general, EVs with high-capacity batteries are initiated at higher remaining charge, and so are the mid-trip fast charging events in the latter period of this trial. The estimation results also show that there are great opportunities to encourage more efficient charging behavior. It appears that the stochastic frontier modeling method is an effective way to model the remaining charge at which fast-charging should be initiated, since it incorporates trip and vehicle characteristics into the estimation process to some extent.     

How to mix per-flight and per-passenger based airport charges

This paper investigates the questions of why carriers advocate for higher per-passenger airport charges and lower per-flight charges, and whether and when this proposal is welfare-enhancing. Specifically, the paper compares the optimal mix of per-flight and per-passenger based airport charges from both a monopoly carriers’ and the social viewpoints conditional on airport cost recovery. It focuses on the trade-off between price and frequency (i.e., schedule delays) when time valuations are uniform, or differ, between business and leisure passengers. We identify an easy test for the evaluation of the mix of per-passenger and per-flight based airport charges by policy makers, which is simply to check whether the carrier’s preferred per-flight charge is zero. Our analysis suggests that there is no need for immediate regulatory corrections of the current trend towards the strong use of per-passenger based airport charges.     

Investigation of the condition and the behavior of a modular floating structure by harnessing monitoring data

In this paper, the condition and the behavior of an installed and operating Modular Floating Structure (MFS) is investigated and assessed by harnessing field monitoring data and using collectively multiple Correlation Coefficients (CCs) between measured quantities. The examined MFS consists of five pairs of interconnected floating concrete modules and it functions as a floating breakwater. The field monitoring data are acquired through a sensor network deployed on one pair of modules (connected through two groups of connectors) of the MFS. A methodological data processing framework for data organization, manipulation and post-processing is developed and presented. This framework enables the quantification of the structure's condition at different time periods through the calculation of CCs: (a) between the incident wave height and the tensions of the mooring lines and (b) between the tensions of the mooring lines, considering various wave directions. Recorded data at three characteristic time periods during the structure's lifetime are used, namely: (i) before any failure (structure's initial condition), (ii) after the failure of the first connectors' group and (iii) after the failure of the second connectors' group. The data processing framework developed in the present paper is applied to the above recorded data in order to calculate CCs and, therefore, quantify the structure's condition, at the three aforementioned time periods. The quantification of the structure's initial condition resulted to conclusions that were consistent from a physical point of view with the most recently documented, available in-situ mapping of the mooring lines' configuration in the horizontal plane. By considering the structure's initial condition as a reference base for comparison, the effect of the connectors' failure on the CCs, used to quantify this condition, was also investigated and efficiently assessed. Specifically, the significant changes observed in the variation patterns of all examined CCs, when compared with their respective patterns corresponding to the structure's initial condition, demonstrated and confirmed the existence of significant reformation of the examined structural system resulting from the connectors' failure. In this way, the effectiveness of the joint utilization of CCs to assess the structure's condition was proved.