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191.
The paper intends to analyse the different attitudes of residents in urban areas in regard to annoyance induced by traffic noise, account taken of the effects of the street configuration and of the presence of specific public transport modes in the definition of the dose-response curves.People’s annoyance was investigated through a campaign of noise and traffic measurements and an epidemiological survey, administered to a sample of 830 residents in the buildings close to the measurement points.An ordinal regression model taking into account environmental and urban characteristics was used to identify a dose-response relationship. The cumulative probabilities allowed to define two cut points on the dose-response curves (60 and 75 dB(A)), grouping people in three classes and making the representation of the dose-response relationships different from those traditionally defined that use only the percentage of highly annoyed people.The results show different people’s attitudes towards the annoyance in the urban sites while the dose-response relationship shows that the correlation between annoyance and noise is low. For the same value of day equivalent level, 10% more people are annoyed in L sections (broad streets) than in U sections (narrow streets). Furthermore, all the dose-response curves show a higher sensitivity of people living in L sections; this difference can be measured as a shift of about 4 dB(A). Noise levels are, arguably, a useful indicator, but they are not reliable enough to define the discomfort of the residents, while the site characteristics could shed light on annoyance variability.  相似文献   
192.
In this paper, a vehicle's lateral dynamic model is developed based on the pure and the combined-slip LuGre tyre models. Conventional vehicle's lateral dynamic methods derive handling models utilising linear tyres and pure-slip assumptions. The current article proposes a general lateral dynamic model, which takes the linear and nonlinear behaviours of the tyre into account using the pure and combined-slip assumptions separately. The developed methodology also incorporates various normal loads at each corner and provides a proper tyre–vehicle platform for control and estimation applications. Steady-state and transient LuGre models are also used in the model development and their responses are compared in different driving scenarios. Considering the fact that the vehicle dynamics is time-varying, the stability of the suggested time-varying model is investigated using an affine quadratic stability approach, and a novel approach to define the critical longitudinal speed is suggested and compared with that of conventional lateral stability methods. Simulations have been conducted and the results are used to validate the proposed method.  相似文献   
193.
水冷摩托车与风冷摩托车相比,冷却能力强,能保证发动机始终在最佳温度状态下工作;水冷发动机精心设计的冷却液隔层(水套)还可最大限度地吸收、隔绝活塞的运动噪声、燃烧噪声及气门的落座噪声等,从而起到大幅度降噪的作用,但就此也不能认为水冷机就是零噪声.  相似文献   
194.
介绍国内外城市客车工况循环的现状.通过分析指出,我国现有的城市客车四工况循环已不能满足城市客车与电动客车研发的需要,并针对此标准提出修改建议.  相似文献   
195.
介绍LBC6130A82型三轴客车底盘的技术要点及技术参数。  相似文献   
196.
The cost of foundations for offshore wind turbines constitutes approximately 35% of the total cost of an offshore wind farm. The bucket foundations show significant potential due to their superior transportation and installation efficiencies compared to pile foundations, leading to potential cost savings for the foundation of up to 30%. For a bucket foundation to be installed successfully, the penetration resistance must be predicted. However, there is currently a lack of clarity on how to select a suitable calculation method for penetration resistance based on known geological parameters to guide construction. In order to evaluate the current methods of calculation for bucket foundation penetration resistance, this study combines theoretical calculation methods with two sets of practical measurement data from the field. The calculation methods of penetration resistance for bucket foundation are first reviewed and categorized. The applicability range of each method and the parameters needed for calculation are given. Next, according to the measured data in the process of penetration of bucket foundation on site, the evolution of compartment pressure, tilt angle, resistance and required suction in the process of penetration are analyzed. Finally, the reviewed methods are compared to the results of two practical projects in order to analyze the differences between them and make recommendations for the calculation technique. The findings can be used as a guide for calculating the bucket foundation's penetration resistance in complex geological conditions.  相似文献   
197.
汽车动力总成三点式悬置系统的设计方法探讨   总被引:4,自引:1,他引:3  
范让林  吕振华 《汽车工程》2005,27(3):304-308
首先分析汽车动力总成一悬置系统的振动激励、质量矩阵、刚度矩阵各元素的特点及其相互关系,阐释了系统弹性解耦设计的理论基础和重要性。然后根据动力总成一悬置系统刚度矩阵各元素的解析表达式,应用V形悬置组的弹性解耦原理,论述了目前普遍应用的三点式悬置系统在弹性解耦设计方面的问题,提出了悬置布置设计匹配的有效方法。  相似文献   
198.
文章以道路运输业面临的挑战和机遇为背景,分析了当前道路运输的现状与存在的问题,阐述了道路运输业所具有的比较优势,并提出了利用道路运输比较优势实现运输竞合的策略。  相似文献   
199.
2011年是我国"十二五"发展规划的开局之年,中国汽车产业将面对更加严峻的转型和升级考验。一系列的外部政策和竞争环境都在发生激变。面对这种从"顺境"到"逆境"的变化,中国汽车业要勇于抓住转型升级的"倒逼机遇",着力解决汽车工业生存环境艰难、结构失衡、市场竞争激烈、核心竞争力不强的障碍和顽疾,加速产业转型和升级,促进我国汽车工业又好又快发展。  相似文献   
200.
介绍了浇注式沥青混凝土上海长江大桥的基本情况,分析了级配、油石比、结合料对浇注式沥青混凝土的性能影响,并在实体工程中应用。  相似文献   
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