Development of simplified method for prediction of structural response of stiffened plates under explosion loads

During their lifetime, marine structures may be exposed to accidental loadings such as from collisions or explosions, as well as environmental loadings such as from slamming, sloshing and green water. Such loadings can cause damage to structures. Therefore, to minimize such damage, advanced and robust design guidelines should be formulated. Among those loads, in this study, explosions imparting an impulsive pressure loading containing a rapid increase in pressure and a short duration that can cause serious casualties, property losses, and marine pollution were considered. In this paper, a practical and robust method for damage assessment of marine structures exposed to explosion loads based on a single degree of freedom (SDOF) system and numerical simulations is proposed. The SDOF method was improved by introduction of new and better idealization resistance for the system and consideration of the effect of strain-rate, and subsequently was verified by a numerical method developed using the commercial ABAQUS software package. The numerical method was itself validated by comparison with relevant pulse pressure test data available in the open literature (good correlation was shown). Based on the validated numerical models, a rigorous parametric study of the structural response of stiffened plates having actual scantlings of offshore structures was performed. The numerically obtained maximum deformations were compared with the results from the improved SDOF method in a parametric study, and the variation of both methods was verified. Finally, simple yet accurate and reliable formulations for prediction of structural response were empirically derived. These formulations are expected to be usefully employed as a first-hand tool for prediction of damage extent of marine structures (including offshore structures) due to explosion loads.     

驾驶压力影响因素与识别方法研究综述

高强度的驾驶压力会对驾驶人的情绪、决策及行为产生负面影响，可能导致交通事故，并对驾驶人的健康状况造成长期影响。本文借助CiteSpace软件对驾驶压力研究进行可视化分析，进一步从驾驶人自身因素、车辆内部和外部因素这3方面总结驾驶压力影响因素，并归纳整理驾驶压力识别方法。总结发现：交通拥堵、道路复杂性及新技术使用等驾驶环境因素是引发或增加驾驶压力的主要因素；非职业驾驶人易受车辆外部环境的影响，职业驾驶人易因工作产生负面情绪，导致驾驶压力增加。驾驶压力识别主要基于主观测评量表、驾驶行为分析及生理数据分析等方法开展研究，其中，基于生理数据的识别方法因其较高的识别精度和准确度被认为在驾驶压力识别领域具有明显的优势。从研究趋势来看，未来研究需重视社会环境以及多因素叠加对驾驶压力的影响，特别关注职业驾驶人及新技术的影响，以及如何采用多模态数据融合方法实现实时监测，以提高驾驶压力识别的精度。     

Ultimate load analysis of a 10 MW offshore monopile wind turbine incorporating fully nonlinear irregular wave kinematics

Loads from storm waves can in some cases be dimensioning for offshore wind turbine substructures. Accurate determination of nonlinear wave loads is therefore important for a safe, yet economic design. In this paper, the fully nonlinear waves, realized by a fully nonlinear potential wave solver OceanWave3D, are incorporated into coupled aero-servo-hydro-elastic simulations for a reduced set of wave-sensitive design load cases, in comparison with the widely used linear and constrained waves. The coupled aero-elastic simulations are performed for the DTU 10 MW reference wind turbine on a large monopile at 33 m water depth using the aero-elastic code HAWC2. Effect of the wave nonlinearity is investigated in terms of the ultimate sectional moments at tower bottom and monopile mudline. Higher ultimate moments, 5% at tower bottom and 13% at monopile mudline as maximum, are predicated when the nonlinear waves are used. It could be explained by the fact that the extreme nonlinear waves, that are close to the breaking limit, can induce resonant ringing-type responses, and hereby dominate the ultimate load responses. However, the constrained wave approach shows marginal difference compared to the standard linear wave approach. It can be concluded at least for the present configuration that the industry standard approaches (linear and constrained wave approach) underestimate the ultimate load responses on offshore wind turbines in severe sea states.     

全舰（船）统一姿态基准系统中甲板变形分析

为了研究舰船甲板的变形,此文对甲板结构进行了简化,建立了甲板受力的数学模型。分别在舰船处于中垂和中拱两种状态下,对舰船甲板受横向载荷、总纵弯矩及两者共同作用下的变形进行了计算。     

板桩码头的有限元解法及计算机处理

介绍采用竖向弹性地基梁法计算板桩码头的要点。     

定量技术在提高车船实载率中的应用

本文通过线性规划模型以及运用手工计算两种定量方法，给出了在货源、货类较多的情况下，对运输工具进行配载，以求得在充分利用运输工具的额定载重量和限定容积的情况下，同时获得最大的运费收入，从而提高运输企业的效率和效益。     

九牛造生药学研究

系统研究了九牛造的原植物形态、药材性状、组织结构、粉末特征及理化鉴别，并将其与同属几种传统中药（大戟、甘遂、泽漆）进行了比较，确定了九牛造果实具稀疏平钝的疣状突起，药材茎迹明显，质坚而脆，皮层窄，薄壁细胞含草酸钙结晶及粉粒等特征。     

FAULT IDENTIFICATION IN HETEROGENEOUS NETWORKS USING TIME SERIES ANALYSIS

Fault management is crucial to provide quality of service grantees for the future networks, and fault identification is an essential part of it. A novel fault identification algorithm is proposed in this paper, which focuses on the anomaly detection of network traffic. Since the fault identification has been achieved using statistical information in management information base, the algorithm is compatible with the existing simple network management protocol framework. The network traffic time series is verified to be non-stationary. By fitting the adaptive autoregressive model, the series is transformed into a multidimensional vector. The training samples and identifiers are acquired from the network simulation. A k-nearest neighbor classifier identifies the system faults after being trained. The experiment results are consistent with the given fault scenarios, Which prove the accuracy of the algorithm. The identification errors are discussed to illustrate that the novel fault identification algorithm is adaptive in the fault scenarios with network traffic change.     

地铁车体结构垂向总载荷和纵向力取值的探讨

针对我国地铁车辆车体强度载荷值不统一的现状 ,通过与国内外地铁强度规范的比较及计算分析 ,并考虑安全性和经济性 ,提出我国地铁车体的垂向载荷和纵向力的建议值     

地铁车辆站名动态显示系统的设计和应用

介绍一种基于专用语音识别芯片HM2007的地铁车辆乘车站名动态显示系统,在车辆不作任何改动的基础上实现语音报站与显示的同步。