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121.
随着海洋油气开发工程作业水深的增加,管中管结构承受的波浪、海流深海环境载荷增大,可能会引发强度破坏以及疲劳损伤,造成重大损失,所以开展深水条件下管中管系统的力学行为分析研究是有必要的。本文考虑了顶部张紧力和动态边界,利用有限元模型来模拟管中管结构及其力学行为。并利用接触单元模拟内外管接触的约束条件。综合统计了管柱的接触碰撞位置和应力危险位置,提出了新型扶正器的布置方案,以达到减缓碰撞保护管柱的目的,并对比了等距离设置扶正器的方案。通过对比研究发现本文提出的扶正方案有效减缓了内外管的应力等级,对于实际工程和研究具有一定指导价值。 相似文献
122.
针对桥梁管理需要,在国内外现有桥梁管理系统的研究基础上,根据目前的技术条件及经济条件,对桥梁管理的安全动态监测系统进行了研究,明确地阐述了桥梁安全性动态监测与分析系统的概念,进行了该系统的结构设计,并对其核心部分结构安全性评估子系统进行了研究:给出了选取的监测参数、评估框架流程、参数识别方法、承载能力评定、荷载模式识别方法以及结构状态评估方法。该系统的使用可以使桥梁管理者及时了解桥梁结构的工作性能状况,正确作出桥梁维修决策,及时消除结构安全隐患。 相似文献
123.
工程设备管理系统(EEMS) 总被引:1,自引:0,他引:1
为了加强对工程设备的管理,促进港口企业的生产,深圳东湾集装箱码头有限公司研发了工程设备管理系统。介绍了开发这一系统的先进理念。分别介绍了利用这一系统进行设备管理、工单管理、项目管理、仓储及采购管理和预算管理的做法。该项目的实施有效地提高了公司管理水平。 相似文献
124.
Modeling capacity flexibility of transportation networks 总被引:1,自引:0,他引:1
Anthony Chen Panatda Kasikitwiwat 《Transportation Research Part A: Policy and Practice》2011,45(2):105-117
Flexibility of the transportation system is one of the important performance measures needed to deal with demand changes. In this paper, we provide a quantitative assessment of capacity flexibility for the passenger transportation network using bi-level network capacity models. Two approaches for assessing the value of capacity flexibility are proposed. One approach is based on the concept of reserve capacity, which reflects the flexibility with respect to changes in terms of demand volume only. The second approach allows for variations in the demand pattern in addition to changes in demand volume in order to more fully capture demand changes. Two models are developed in the second approach to consider two types of capacity flexibility. The total capacity flexibility allows all users to have both route choice and destination choice when estimating capacity flexibility. The limited capacity flexibility estimates how much more demand volume could be added to a fixed demand pattern by allowing the additional demand to deviate from the fixed demand pattern. Numerical examples are provided to demonstrate the different concepts of capacity flexibility for a passenger transportation system under demand changes. 相似文献
125.
126.
本文介绍了在企业内推行TPM的基本流程和各种方法,TPM从企业的基础出发,通过持续不断的小集团改善活动,让企业在一点一滴中逐步合理化,让员工在无形中养成自主管理的习惯和意识,在问题出现的萌芽就能得到发现并处理掉,最终达到"零"目标的追求。通过长期的TPM改善活动的推行必定带来一群朝气蓬勃的员工和一个管理卓越的企业。 相似文献
127.
通过对某大桥体系转换加固,结构的荷载作用效应降低,等同于间接提高了结构的承载能力,加固后的荷载等级达到了汽—15、挂—80,经近两年的运营表明加固效果良好。 相似文献
128.
129.
Athanasios Matzoros 《运输规划与技术》2013,36(3):215-237
This article reports on an implementation study of a computerised decision support system for public transport management for the Athens Public Transport Authority (APTA). The study analysed the current situation, specified user requirements, determined system functionality, designed the system architecture, organised the project and, finally, planned dissemination activities. The decision support system covers the main public transport management activities of APTA - transport service provision, economic and financial planning, passenger complaints and suggestions, and personnel management - offering its users the possibility to study the potential effects of their decisions before implementation. To achieve this, the system will consist of a data warehousing system, for the integrated management of a wide variety of data sources, and of online analytical processing tools, for information analysis and scenario testing. The system architecture has been designed to offer robustness, flexibility, rich functionality and open connectivity. The system aims to help APTA reduce operational costs and provide a better transport service, attracting more passengers to public transport and reducing, in the process, congestion and pollution. 相似文献
130.
In urban areas where transit demand is widely spread, passengers may be served by an intermodal transit system, consisting of a rail transit line (or a bus rapid transit route) and a number of feeder routes connecting at different transfer stations. In such a system, passengers may need one or more transfers to complete their journey. Therefore, scheduling vehicles operating in the system with special attention to reduce transfer time can contribute significantly to service quality improvements. Schedule synchronization may significantly reduce transfer delays at transfer stations where various routes interconnect. Since vehicle arrivals are stochastic, slack time allowances in vehicle schedules may be desirable to reduce the probability of missed connections. An objective total cost function, including supplier and user costs, is formulated for optimizing the coordination of a general intermodal transit network. A four-stage procedure is developed for determining the optimal coordination status among routes at every transfer station. Considering stochastic feeder vehicle arrivals at transfer stations, the slack times of coordinated routes are optimized, by balancing the savings from transfer delays and additional cost from slack delays and operating costs. The model thus developed is used to optimize the coordination of an intermodal transit network, while the impact of a range of factors on coordination (e.g., demand, standard deviation of vehicle arrival times, etc) is examined. 相似文献