基于NCEER法与建筑抗震设计规范法的砂土液化判别方法*

《建筑抗震设计规范》中建议的方法对深层地基土的判别结果偏于保守,NCEER法判别计算复杂,另外对深层地基土的判别也偏于不安全。对基于标准贯入击数的NCEER液化判别方法进行简化,推导了临界锤击数的表达式,并将其与规范法相结合,提出改进的简化临界锤击数计算方法。该计算方法仅与计算点深度与地下水位埋深有关,公式应用方便,便于工程人员掌握。     

30000 DWT载货教学实习船破舱稳性研究

30000 DWT载货教学实习船是上海船舶研究设计院为大连海事大学专门开发设计的无限航区多用途船兼教学实习船。作为教学实习船,保障实习生、教师和船员的生命安全至关重要,而破舱稳性是考核该船是否足够安全的重要性能指标。分析了2008年《特种用途船安全规则》及SOLAS 2014对特种用途船和普通干货船的概率破舱稳性计算要求的区别,通过采取设计U型压载水舱和特殊布置管系及阀等措施,最终得到了较小的破舱稳性GM限制,提高了货物装运能力。     

船体结构剩余强度评估方法研究

在设计阶段对船体可能发生的破损情况和剩余强度进行分析。根据分析结果优化结构设计,可以有效地提高船舶破损后的生存概率。以某双壳油船为例,采用SMITH法和非线性有限元法,计算破损后船体的剩余承载能力,比较2种计算方法的计算原理和结果。采用规范计算和直接预报的方式对船体破损后的波浪载荷进行预报。采用确定性方法和可靠性方法对破损船船体结构剩余强度进行评估,给出了实际应用中的使用建议。     

尾轴架结构设计

尾轴架设计的好坏直接影响整个船体尾部工作状态及推进效率,而制约尾轴架设计的客观因素有很多。以某工作船为研究对象,详细介绍了尾轴架结构设计特点及其外载荷的计算方法。通过有限元模拟,分别考察和探讨了支臂的数量、支臂间夹角及支臂的剖面形状等几个方面对尾轴架强度和刚度的影响,并得出了一些结论及建议。     

Short‐term traffic flow prediction with linear conditional Gaussian Bayesian network

Traffic flow prediction is an essential part of intelligent transportation systems (ITS). Most of the previous traffic flow prediction work treated traffic flow as a time series process only, ignoring the spatial relationship from the upstream flows or the correlation with other traffic attributes like speed and density. In this paper, we utilize a linear conditional Gaussian (LCG) Bayesian network (BN) model to consider both spatial and temporal dimensions of traffic as well as speed information for short‐term traffic flow prediction. The LCG BN allows both continuous and discrete variables, which enables the consideration of categorical variables in traffic flow prediction. A microscopic traffic simulation dataset is used to test the performance of the proposed model compared to other popular approaches under different predicting time intervals. In addition, the authors investigate the importance of spatial data and speed data in flow prediction by comparing models with different levels of information. The results indicate that the prediction accuracy will increase significantly when both spatial data and speed data are included. Copyright © 2016 John Wiley & Sons, Ltd.     

大跨度波形钢腹板梁桥施工线形分析研究

针对大跨度波形钢腹板施工控制困难,结构复杂,温度敏感,施工要求严格,施工控制难度大,技术应用缺乏有效借鉴等不利因素,以我国在建的广东某大桥工程为背景,系统研究了波纹钢腹板PC梁桥施工全过程线形变化过程。通过现场实测和理论计算对比分析线形、应力监测与调整方法,总结出影响施工控制的主要因素和有效措施,为今后类似桥梁设计提供参考价值。     

小桥涵自由出流出口抛石防护试验

通过小桥涵自由出流出口抛石冲刷试验得出:抛石粒径、抛石长度适当,抛石与床沙形成复合冲坑,抛石覆盖坑底,具有良好的减冲效果;提出对其控制条件和有关冲刷防护计算方法.     

基于模糊C均值聚类的模拟电路故障诊断

介绍了模糊C均值聚类分析的理论,并将该理论应用于模拟电路故障诊断.在模拟电路故障仿真分析中引入有容差的各类数据样本,运用迭代优化的模糊聚类算法生成故障模式,然后,将故障模式应用于未知故障情形进行诊断,仿真表明,该方法高效准确.     

In-plane Auto-Parametric Vibration of Inclined Cables under Random Transverse Excitation

In-plane auto-parametric stochastic vibration of inclined cables subjected to Gaussian white noise in transverse bridge orientation is investigated. Based on Newton＇s laws of motion and Galerkin＇s modal truncation principle, the influences of geometry nonlinearity induced by sag and large displacement of cables and the initial equilibrium state are taken into account. Meanwhile, the three-dimensional non-linear differential equations of inclined cables for coupling vibration are deduced, equivalent stochastic linearization method is applied to derive the 14-dimensional first-order nonlinear differential equations of state vectors, and the Runge-Kutta integration method is utilized to obtain the root mean square （RMS） response. Results show that when the transverse random excitation imposed on the stayed cable exceeds a critical value, the in-plane transverse vibration of the cable are excited due to tim auto-parametric nonlinear coupling, and the critical value of random excitation increases with the damping ratio. In this motion, the cable response possesses non-stationary characteristics, even though the loading keeps stationary.     

盾构刀盘扭矩估算的理论模型

为给盾构选型、设计提供理论参考,通过对刀盘扭矩构成因素的全面分析,建立了刀盘扭矩估算的理论模型,导出了各扭矩分量的计算公式,并通过实例验证了模型的正确性．研究结果表明,刀盘背面的摩阻力扭矩和刀盘开口内土体的剪切阻力扭矩是不能忽略的因素．