大跨度连续刚构柔性拱组合结构受力效应分析

为研究大跨度连续刚构柔性拱组合结构受力效应,以宜万铁路宜昌长江大桥为背景,在总结该类结构体系特点的基础上,采用桥梁博士分析软件建立全桥平面有限元模型,对全桥桥面施加竖向均布荷载(二期恒载),分析拱梁内力、竖向荷载及跨中截面弯矩的分配;将该桥与孔跨组成及截面尺寸完全相同的连续刚构桥在恒、活载作用下的结构内力进行对比,分析组合结构的拱梁组合效应。分析结果表明:在竖向均布荷载作用下,连续刚构柔性拱组合结构跨中范围吊杆轴力增加较大;结构跨中截面总弯矩绝大部分已转化为拱肋压力与主梁拉力;与连续刚构相比,活载作用下,连续刚构柔性拱组合结构的主梁弯矩显著减小,结构刚度提高较大,柔性拱作用明显。     

波形钢腹板组合箱梁剪力滞效应的理论与试验研究

基于能量变分法原理推导了波形钢腹板组合箱梁在集中荷载和均布荷载作用下的剪力滞效应计算公式,讨论了波高区混凝土的合理计算宽度取值问题;制作了2根模型梁、并进行了在集中荷栽和均布荷载作用下的加载试验,通过实测箱梁翼板的纵向应力分布来研究这种组合结构在外荷载作用下的剪力滞效应的变化规律;在此基础上利用空间有限元分析程序进行了数值分析.结果表明:剪力滞系数的理论值、模型实测值以及空间有限元计算值吻合良好,波高区混凝土按1倍波高进行取值计算时结果偏于安全;集中荷载相对于均布荷载而言,其剪力滞系数较大;结果证明了本文公式可用于波形钢腹板组合箱梁的剪力滞效应计算.     

拱北隧道管幕工程顶管间距计算分析

为使管幕相邻顶管之间能够形成稳定土拱,防止管幕周围土体发生局部坍塌,需要合理控制管幕顶管间距。针对全断面支护管幕工程,结合管幕支护机制,运用土拱效应理论,对管幕顶部、中部、底部3个特殊位置形成的管间土拱进行分析,建立相应的管间土拱模型,分析土拱的受力情况; 运用土体的极限平衡条件对拱顶和拱脚进行稳定性验算,得出顶管间距的控制式。针对港珠澳大桥拱北隧道管幕工程,结合管幕所在地层的土体参数,对隧道顶管间距进行计算分析,得出拱北隧道顶管间距为0.47 m。与工程顶管间距实际取值（0.35 m）相比,计算值略微偏大,符合工程实际情况,说明建立的管间土拱模型是合理的。     

Elasticities of fuel and traffic demand and the direct rebound effects: An econometric estimation in the case of Norway

We estimate the elasticities of fuel and travel demand with respect to fuel prices and income in the case of Norway. Furthermore, we derive the direct rebound effects that explain the degree to which a fuel price increase is “offset” in the form of greater fuel use and/or travel due to improvements in vehicle fuel efficiency. For this purpose, we use and compare two alternative econometric approaches: the error correction model (ECM) and the dynamic model. Our initial assumption is that one should not be indifferent with respect to the approach used to derive elasticities. The data used are for the period 1980–2011. Our results indicate the following: (1) the dynamic model fits the data better than the ECM model does; (2) the estimated elasticities of fuel demand with respect to price and income are −0.26 and 0.06 in the short run and −0.36 and 0.09 in the long run. For travel demand, the respective elasticities are −0.11 and 0.06 in the short run and −0.24 and 0.13 in the long run, implying inelastic demands for fuel and travel demand; and (3) rebound effects indicate that 0.26% and 0.06% of fuel savings as a result of fuel price increase will be offset in the form of more fuel use in the short run and in the long run, respectively, if fuel efficiency increases by 1%. Our policy recommendations are that policies should not be indifferent to the methods used to derive elasticities. We contend that it is crucial to seriously consider rebound effects in policy making because basic elasticity estimates exaggerate the impact of fuel price increases.     

A discrete choice framework for modeling and forecasting the adoption and diffusion of new transportation services

Major technological and infrastructural changes over the next decades, such as the introduction of autonomous vehicles, implementation of mileage-based fees, carsharing and ridesharing are expected to have a profound impact on lifestyles and travel behavior. Current travel demand models are unable to predict long-range trends in travel behavior as they do not entail a mechanism that projects membership and market share of new modes of transport (Uber, Lyft, etc.). We propose integrating discrete choice and technology adoption models to address the aforementioned issue. In order to do so, we build on the formulation of discrete mixture models and specifically Latent Class Choice Models (LCCMs), which were integrated with a network effect model. The network effect model quantifies the impact of the spatial/network effect of the new technology on the utility of adoption. We adopted a confirmatory approach to estimating our dynamic LCCM based on findings from the technology diffusion literature that focus on defining two distinct types of adopters: innovator/early adopters and imitators. LCCMs allow for heterogeneity in the utility of adoption for the various market segments i.e. innovators/early adopters, imitators and non-adopters. We make use of revealed preference (RP) time series data from a one-way carsharing system in a major city in the United States to estimate model parameters. The data entails a complete set of member enrollment for the carsharing service for a time period of 2.5 years after being launched. Consistent with the technology diffusion literature, our model identifies three latent classes whose utility of adoption have a well-defined set of preferences that are significant and behaviorally consistent. The technology adoption model predicts the probability that a certain individual will adopt the service at a certain time period, and is explained by social influences, network effect, socio-demographics and level-of-service attributes. Finally, the model was calibrated and then used to forecast adoption of the carsharing system for potential investment strategy scenarios. A couple of takeaways from the adoption forecasts were: (1) placing a new station/pod for the carsharing system outside a major technology firm induces the highest expected increase in the monthly number of adopters; and (2) no significant difference in the expected number of monthly adopters for the downtown region will exist between having a station or on-street parking.     

大型船舶横向靠离码头所需拖船协助力的近似计算

为了保证大型船舶安全、经济地靠离码头，驾引人员应当对所需拖船协助力心中有数。国内外研究人员已在理论和实验方面做了大量的工作，但实用的计算方法仍不多见，且存在着一些问题。提高大型船舶横向靠离码头所需拖船协助力估算精度的关键是横流阻力系数Ｃ（ｗｙ）的估算。该文根据１２条船模试验数据用逐步回归分析法获得了可以表达Ｃ（ｗｙ）与船型及水深之间关系的近似公式；同时依据大型船舶横向离码头实际是加减速运动这一事实，考虑了加速运动对Ｃ（ｗｙ）系数的影响；此外还分析了岸壁对船舶横向运动的影响。该文所提供的计算方法是实用和可靠的，可供船舶驾引人员使用，亦可供船舶操纵运动数学模型研究人员参考。     

导航雷达方位分辩力问题探讨

探讨影响导航雷达方位分辨力的３个理论因素：Ｆｒｅｓｎｅｌ区波束展宽、端馈阵列天线瞬变效应和激励脉冲波形较差引起波束展宽。指出在下述３种情况下方位分辨力会显著恶化：稳态Ｆｒｅｓｎｅｌ区Ｒ〈０．５Ｌ＾２／λ、瞬态Ｔａ／Ｔｓ〉１．１以及激励脉冲波形较差而且Ｔａ／Ｔｓ〉１．１。     

大型油船和集装箱船静水弯矩的统计特性研究

本文介绍了国内外静水弯矩的研究现状，对Soares和Moan的经验回归公式进行了详细讨论，发现不同的研究人员对静水弯矩统计特征的认识存在相当大的差异。文中对静水弯矩均值和变异系数对船舶总纵强度安全指数的敏感度进行了分析，发现均值比变异系数更加重要。在分析和比较的基础上，根据简单可靠的原则，对集装箱船和油船的静水弯矩统计特征计算提出了如下建议：集装箱船，Cov=0．30；油船，满载（中垂）时，Cov＝0．4，压载（中拱）时，Cov=0．70。     

静脉快速诱导气管插管时心血管副反应预防的临床观察

应用具有短暂快速降压作用的ＡＴＰ及具有α－肾上腺素受体阻滞作用的氟哌啶来抑制气管插管所引起的心血管反应，并进行临床观察及对照研究。结果表明：ＡＴＰ对气管插管所致的血压升高有很好的抑制作用。     

Slow drift damping force acting on a horizontal cylinder

The hydrodynamic forces acting on a circular cylinder and a rectangular cylinder undergoing slow drift oscillation in regular waves were investigated experimentally and numerically. Forced oscillation tests with low frequency and large amplitude in regular waves and forced two-harmonic oscillation with combined low and high frequencies were carried out in the experimental study. In the numerical study a finite-difference method was used to simulate viscous flow around a two-dimensional oscillating cylinder. The results of experiments showed that a horizontal rectangular cylinder oscillating slowly in waves has much higher damping coefficients than one oscillating in two-harmonic mode, while the numerical study indicated that such differences in the damping coefficient arise partly from the different effects of one-direction harmonic flow and rotating flow on the vortex shedding caused by the slow drift oscillation.