4250 TEU集装箱船舵空泡试验研究

大型集装箱船航速高,主机功率大,实船航运中半平衡舵上易产生由空泡引起的剥蚀危害。为改善这种状况,在船研所空泡水筒进行了4 250 TEU集装箱船舵空泡试验研究。观察操舵过程中舵空泡产生的情况,探讨降低舵剥蚀的方法,延长舵的有效使用年限。     

客车行车安全监测的数据网络传输和地面诊断数据库

客车行车安全监测设备能对运行中的客车进行安全监测和诊断,得到实时的诊断结果,同时大量监测对象的过程数据也保存在车载设备中。在分析应用需求的基础上,提出了车载监测数据通过网络进行传输的详细方案,介绍了地面诊断数据库的结构以及功能的设计,分析相关问题的解决途径。     

澳东到新加坡最佳航法

全面阐述了大型船舶从澳大利亚东部到新加坡的航路、航法、潮流及通过该区域的注意事项,并将最近走过此航路的体会进行了汇总,为船舶从澳东到新加坡航行提供了具体详尽的资料和指导。     

基于ISaGRAF的船舶空压机实时监控系统

空气压缩机作为气动控制系统的气源设备,其在运行过程中的稳定程度和可靠性直接影响到船舶的安全,因此必须对空压机的运行进行全面的监控。文章通过分析ISaGRAF控制软件的体系结构和运行机制,提出了船舶空压机实时监控系统的软PLC实现方法,介绍了该系统的结构、主要功能特点及软件设计等。     

基于灰色理论的大跨径连续梁桥施工控制技术研究

在预应力连续梁桥施工过程中影响最终成桥状态因素众多,为保证成桥状态符合设计要求,通过Midas/civil 2019建立平面杆系模型,分析某大跨径连续梁桥施工过程中挠度变化及受力状况,并在此基础上,通过灰色理论GM(1,1)模型对桥梁挠度变化进行预测。结果表明挠度预测值、实测值及理论计算值变化趋势一致,灰色理论预测可以有效减小误差,同时主墩截面实际受力与理论计算保持一定的规律性且误差较小。     

Survivability of an ocean patrol vessel – Analysis approach and uncertainty treatment

Military ocean patrol vessels (OPVs) are today an increasingly common type of naval ship. To facilitate the wide range of tasks with small crews, OPVs represent several ship design compromises between, for example, survivability, redundancy and technical endurance, and some of these compromises are new to military ships.The aim of this study is to examine how the design risk control-options in relation to survivability, redundancy and technical endurance can be linked to the operational risk in a patrol and surveillance scenario. The ship operation for a generic OPV, including the actions of the threat, is modelled with a Bayesian network describing the scenario and the dependency among different influences.The scenario is described with expert data collected from subject matter experts. The approach includes an analysis of uncertainty using Monte Carlo analysis and numerical derivative analysis.The results show that it is possible to link the performance of specific ship design features to the operational risk. Being able to propagate the epistemic uncertainties through the model is important to understand how the uncertainty in the input affects the output and the output uncertainty for the studied case is small relative to the input uncertainty. The study shows that linking different ship design features for aspects such as survivability, redundancy and technical endurance to the operational risk gives important information for the ship design decision-making process.     

Onboard tuning of vessel seakeeping model parameters and sea state characteristics

It is essential for a safe and cost-efficient marine operation to improve the knowledge about the real-time onboard vessel conditions. This paper proposes a novel algorithm for simultaneous tuning of important vessel seakeeping model parameters and sea state characteristics based on onboard vessel motion measurements and available wave data. The proposed algorithm is fundamentally based on the unscented transformation and inspired by the scaled unscented Kalman filter, which is very computationally efficient for large dimensional and nonlinear problems. The algorithm is demonstrated by case studies based on numerical simulations, considering realistic sensor noises and wave data uncertainties. Both long-crested and short-crested wave conditions are considered in the case studies. The system state of the proposed tuning framework consists of a vessel state vector and a sea state vector. The tuning results reasonably approach the true values of the considered uncertain vessel parameters and sea state characteristics, with reduced uncertainties. The quantification of the system state uncertainties helps to close a critical gap towards achieving reliability-based marine operations.     

某隧道初期支护混凝土开裂处理及效果分析

文章结合某高速公路隧道工程初期支护开裂处理情况,分析了初期支护混凝土的开裂原因,以及采用的洞内小导管注浆加固裂缝区、加强开裂区监控量测等处理措施及效果。工程实践表明,经过处理后的隧道周边收敛和拱顶下沉量均在规范允许范围内,取得了良好的效果,为今后类似软弱围岩隧道施工积累了经验。     

大型起重铺管船稳性特点与船型设计

半潜起重铺管船是一种技术形态复杂的海洋工程船舶,随着世界各国对海洋油气资源的开发利用而日益受到重视。文章介绍了大型起重铺管船在稳性方面的特点,并分析了其对船型和主尺度选择的影响,希望能对同类船的研究提供参考。     

斜穿地裂缝黄土地铁隧道施工诱发的地表沉降及隧道变形规律研究

研究地裂缝影响区内存在可弱化土体的不利因素情况下,西安黄土地区地铁隧道暗挖斜穿地裂缝施工所诱发的地表及隧道相关变形规律。通过FLAC3D模拟预测施工变形规律,并与实际监测数据进行对比分析,得到以下结论:(1)FLAC3D模拟表明,隧道暗挖施工穿越地裂缝时裂缝临近处收敛值会在初期出现短暂负收敛现象;(2)地表在地裂缝影响带的差异沉降发展集中在穿越前和穿越过程中,而拱顶上下盘差异沉降主要集中在穿越过程中;(3)当地裂缝影响带内存在可弱化土体强度的不利因素时,地表最终沉降的峰值点会向不利因素处移动;(4)拱顶最终沉降的峰值点基本在隧道轴线和裂缝的相交处,其受地表的土体弱化因素影响较小。