重庆朝天门长江大桥动力模型试验研究

重庆朝天门长江大桥主桥跨径为190 m+552 m+190 m,为中承式钢桁架连续系杆拱桥,在国内外此类桥梁的抗震性能研究尚无成熟的经验可以借鉴,为全面研究朝天门大桥的抗震性能,进行朝天门长江大桥地震反应分析和动力模型试验是十分必要的,其研究成果可以为朝天门大桥以及同类桥梁的抗震设计和地震响应分析提供参考依据,同时对同类桥梁的设计和推广具有较高的理论价值.     

重庆朝天门长江大桥施工扣索索力监控分析

重庆朝天门长江大桥主跨桁拱施工采用拱上爬行吊机悬臂吊装法,期间辅助以大型斜拉扣挂系统.通过建立空间有限元模型,对其施工过程进行理论分析.从理论分析、实测数据、实际施工操作三方面综合分析了朝天门长江大桥扣索初张力的控制,并对施工中各个工况下的索力实测数据进行了分析.     

重庆朝天门长江大桥主桥结构体系研究

重庆朝天门长江大桥为跨径552m的钢桁架拱桥,其技术难度非常大,如何确定一个受力合理的桥梁受力体系,是该桥研究的首要问题,介绍了重庆朝天门长江大桥桥型方案研究成果.     

现浇箱梁装配式超高支架施工质量控制

以重庆朝天门长江大桥引桥双层混凝土箱梁施工为例,从钢管格构柱为主的装配式支架的设计、施工入手,对超高支架施工的质量控制的关键环节进行分析,对保证箱梁现浇施工质量和安全具有重要意义。     

重庆市计划兴建两江水下隧道

重庆市目前正在规划三维交通体系,即立体交通体系。其计划内容是兴建朝天门两江隧道和一座人行越江通道。朝天门两江隧道是穿越长江、嘉陵江,计长16147m,连接渝中区、南岸区、江北区三岸。其3个主入口分     

大型地下互通式立交型式选择方法及实例

对地下和地面立交进行对比分析,给出地下立交选型的影响因素、原则和选型方法;对3路和4路地下交叉提出几种立交型式选择建议,并将其应用于重庆两江隧道朝天门地下立交选型的工程可行性研究中.     

重庆朝天门长江大桥主桥边跨钢梁半伸臂安装技术

介绍重庆朝天门长江大桥主桥边跨钢梁半伸臂安装工艺及施工技术要点。     

基于倒拆法对重庆朝天门长江大桥进行力学分析

重庆朝天门长江大桥为世界第1跨公轨两用拱桥,设计中主要以应力控制为主。采用倒拆法对该桥的结构杆件力学特性进行研究分析,重点介绍该桥施工中的合理压重和合理扣索力的计算,并提出相关建议。     

大跨径正交异性板钢桥面铺装方案选择研究

介绍了国内外典型钢桥面铺装情况,分析了影响钢桥面铺装方案选择的六个主要指标,提出了评价铺装方案优劣的AHP-模糊综合评判模型;结合重庆朝天门长江大桥进行实例研究,通过分析评价得到了最优铺装方案。     

城市宏观交通组织思路及方法

阐述了城市宏观交通组织对解决城市交通问题的意义,在此基础上,从道路可接受服务水平、交通组织措施优选和拥堵范围3个角度分析了城市宏观交通组织方案的设计思路,给出了较完整的交通组织方案设计流程,并将其模拟应用于重庆朝天门地区交通组织方案优化.     

Commuting travel behavior focusing on the role of shared transportation in the wake of the COVID-19 pandemic and the Tokyo Olympics

To maintain life in the face of the COVID-19, people's lifestyles and travel behaviors must change. Accordingly, such changes have also occurred in the travel behavior for commuting purposes, especially during periods of severe congestion. The most typical example is the decrease in commuting travel due to telecommunication and other factors. Additionally, with the development of the sharing economy in recent years, the introduction of shared transportation has been rapidly expanding in the transportation sector, which may contribute to alleviating traffic congestion and other problems in the COVID-19 situation. In this study, we focused on the changes in travel behavior for commuting purposes during the COVID-19 period, including the time of the Tokyo Olympics, when traffic congestion was expected. The survey was conducted using a web-based questionnaire. In addition, to further promote changes in the travel behavior during the COVID-19 period, we analyzed the possibility of changes in the use of shared transportation arising from nudge effects of information provision and incentives. The results showed that the changes in commuting travel behavior were related to the awareness of COVID-19. Certain issues, such as a lack of ports and the widespread use of shared transportation need to be identified and resolved. Meanwhile, it was shown that the role of shared transportation for commuting purposes could be further improved by incentives and real-time information presentation about shared transportation.     

车身构件冲压后板厚变化对其疲劳性能影响的研究

以某载货汽车驾驶室上横梁内板为例,通过传统分析方法与考虑冲压过程板厚变化的方法进行对比,研究冲压过程引起的板厚变化对车身构件疲劳性能的影响.研究结果表明,板料厚度减薄虽然对车对车身构件的应力影响不大,但对其疲劳寿命的影响十分严重;冲压过程中板厚变化对车身构件疲劳性能的影响是通过对其应力变化的影响传递而来.     

基于模糊控制的车辆弯道防抱制动系统仿真分析

建立了8自由度的非线性汽车弯道行驶整车模型,在此模型基础上,采用模糊控制理论,分别对车速与轮速的变化、车轮载荷转移的变化以及制动器制动力矩的变化进行计算机仿真。仿真结果表明,采用模糊控制可以达到很好的制动控制效果。     

水域水位变化对邻近复合支承路堤刚性桩力学特性的影响研究

近水域公路路堤施工中，常出现支承路堤稳定性不足的问题，为研究支承路堤的邻域水位变化对其稳定性的影响规律，采取有限差分法构建了FLAC3D数值模型，分析邻域水位变化对路堤支承桩的力学影响和支承路堤的变形影响。结果表明:路堤周边水域的存在能显著改变支撑桩受力状态；路堤周边水域出现时间前后对支承路堤稳定性的影响存在差异；邻域水位骤降能明显增大支承桩发生弯曲破坏的可能性。     

岩体裂隙开度变化对浆液扩散规律的影响分析

研究岩体裂隙开度变化对浆液扩散规律的影响。将单一裂隙形状简化为椭圆形和矩形,利用广义柱面坐标、牛顿内摩擦定律、达西定律、渗流微分方程、纳维—斯托克斯(Navier-Stokes)方程和边界条件下的连续性方程,推导牛顿液体在两种裂隙形状中渗透注浆的参数关系,对比研究了裂隙开度不变和变化两种情况下浆液的扩散规律。结果表明,开度变化对扩散距离有较大影响。因此,在进行注浆理论研究中,应该建立反映开度变化的裂隙模型,并研究裂隙开度变化对渗透注浆的影响规律。     

不同冲击角度对两轮车骑行者保护试验区域伤害的研究

对交通事故数据的研究表明,两轮车骑行人也面临很高的受伤风险,各新车评价规程也开始对骑行人保护做出要求。根据中国保险汽车安全指数2023版规程的变化,通过选取符合要求的部分车型开展对比试验,分析在不同撞击角度下的头型伤害差异。试验结果表明,在撞击角度为45°时的伤害值大于撞击角度65°时的伤害值。     

自抗扰技术的电动汽车用永磁同步电机控制

为抑制负载、摩擦力矩和转动惯量的变化对永磁同步电机（PMSM）速度伺服系统的影响,将以上参数的变化视为伺服系统的扰动量,推导出速度环自抗扰控制的控制策略,并将其应用在电动汽车驱动上。基于MatLAB的仿真提出的自抗扰控制器均具有更好的动态和静态特性,能很好地实现额定转速以内的恒转矩运行和额定转速以上的恒功率运行。     

Effect of obstacles on roads with different waviness values on the vehicle response

The effect of the increasing number of cosine-form obstacles, which are superposed on a standard homogeneous longitudinal road profile, is studied when the waviness of the basic road profile changes in the range from 1.5 to 3.5. First, the effect of the composed profile on the power spectral density (PSD) is analysed. It appears that the primary PSD in the form of a straight-line in the log-log plot breaks into two straight-line partial segments with quite different waviness values in the long and short wavelength bands. This seems to be a suitable model of a highly deteriorated road. Next, the effect on the response of two typical vehicles, viz. a personal car and a three-axle truck, is studied, and rather different results were obtained. In a summary valuation, it appears that the presence of additional obstacles causes independence of some of the vehicle response quantities of the primary waviness.     

基于代理模型的薄壁钣件抗撞性优化设计

为研究薄壁吸能钣件的抗撞性,基于动力显式有限元法和全因子试验设计,结合响应面方法建立了薄壁钣件的代理模型.以结构的比吸能为优化目标,采用序列二次规划算法对结构参数进行优化,找到吸能钣件的比吸能随钣件长度和厚度而变化的规律,得到了该薄壁钣件的最优设计参数.     

Effect of obstacles on roads with different waviness values on the vehicle response

Abstract

The effect of the increasing number of cosine-form obstacles, which are superposed on a standard homogeneous longitudinal road profile, is studied when the waviness of the basic road profile changes in the range from 1.5 to 3.5. First, the effect of the composed profile on the power spectral density (PSD) is analysed. It appears that the primary PSD in the form of a straight-line in the log–log plot breaks into two straight-line partial segments with quite different waviness values in the long and short wavelength bands. This seems to be a suitable model of a highly deteriorated road. Next, the effect on the response of two typical vehicles, viz. a personal car and a three-axle truck, is studied, and rather different results were obtained. In a summary valuation, it appears that the presence of additional obstacles causes independence of some of the vehicle response quantities of the primary waviness.