联合模态柔度和静力位移的桥梁有限元模型修正方法

利用商用软件ANSYS提供的零阶和一阶优化算法,通过1个仿真简支梁有限元模型修正算例,比较了不同目标函数的有限元模型修正效果,提出了一种联合动力模态柔度和静力位移的有限元模型修正方法,并将这种方法运用于一座加固后的刚架拱桥的有限元模型修正,建立起了该桥加固后的基准有限元模型。结果表明:利用修正后的刚架拱桥有限元模型计算的静、动力特性与实测结果吻合良好,这种联合静、动力的有限元模型修正方法具有比较好的模型修正效果,修正后的桥梁有限元模型可以服务于桥梁健康监测和安全评估。     

V形支撑结构施工阶段的空间应力分析

采用空间有限元程序ANSYS,对某V形支撑连续梁的V形支撑结构进行施工阶段的空间应力分析,研究V形支撑结构在施工阶段时的应力分布及变化情况,为类似结构的设计提供一定的参考.     

高烈度地震区山岭隧道模型试验研究

以雅泸高速公路高烈度地震区某山岭隧道为背景,对山岭隧道结构地震动力响应进行了大型振动台模型试验研究。试验表明,在隧道洞口段模型土表层裂缝均先从隧道拱顶偏向两侧45°角位置出现,然后斜向向上扩展;在隧道洞身段进出口纵向及斜向裂缝数量较多,大部分裂缝延伸至环向裂缝后终止。在隧道洞身段试验中,拱顶内缘和两侧边墙中部衬砌外缘出现拉裂性裂缝;在仰拱部位出现剪裂性裂缝或压裂性裂缝,并有不同程度的错动,是受地震影响最大的部位。     

Cooperative traffic control of a mixed network with two urban regions and a freeway

Currently most optimization methods for urban transport networks (i) are suited for networks with simplified dynamics that are far from real-sized networks or (ii) apply decentralized control, which is not appropriate for heterogeneously loaded networks or (iii) investigate good-quality solutions through micro-simulation models and scenario analysis, which make the problem intractable in real time. In principle, traffic management decisions for different sub-systems of a transport network (urban, freeway) are controlled by operational rules that are network specific and independent from one traffic authority to another. In this paper, the macroscopic traffic modeling and control of a large-scale mixed transportation network consisting of a freeway and an urban network is tackled. The urban network is partitioned into two regions, each one with a well-defined Macroscopic Fundamental Diagram (MFD), i.e. a unimodal and low-scatter relationship between region density and outflow. The freeway is regarded as one alternative commuting route which has one on-ramp and one off-ramp within each urban region. The urban and freeway flow dynamics are formulated with the tool of MFD and asymmetric cell transmission model, respectively. Perimeter controllers on the border of the urban regions operating to manipulate the perimeter interflow between the two regions, and controllers at the on-ramps for ramp metering are considered to control the flow distribution in the mixed network. The optimal traffic control problem is solved by a Model Predictive Control (MPC) approach in order to minimize total delay in the entire network. Several control policies with different levels of urban-freeway control coordination are introduced and tested to scrutinize the characteristics of the proposed controllers. Numerical results demonstrate how different levels of coordination improve the performance once compared with independent control for freeway and urban network. The approach presented in this paper can be extended to implement efficient real-world control strategies for large-scale mixed traffic networks.     

桥梁模态分析方法及应用

简要介绍模态分析的原理和步骤,并以一座中承式拱桥为例,阐述其在桥梁动态性能评价中的应用。     

灰色模型在社会经济预测中的应用

在交通量预测中，社会经济指标（主要指国民生产总值）是最基础的预测数据。结合具体实例，研究灰色预测模型在社会经济指标中的应用方法，证明其应用效果良好。     

基于时间序列的联合火力战毁伤效能预测

根据联合火力战毁伤效能概念,借助作战能力变化,给出了新的毁伤效能计算公式,提出了一种联合火力战毁伤效能动态实时预测方法,在分析联合火力战特性基础上,同时考虑了系统的线性与非线性情况,制定了模型更新策略,最后通过仿真示例对模型进行检验,预测精度较高,表明该方法具有一定的实用性。     

公路隧道减震模型试验及数值模拟

文章以嘎隆拉隧道洞口段为原型,拟定了相似关系,选取了围岩和衬砌的相似材料,制作了公路隧道减震试验模型。在试验模型中设置了减震层,选择了振动台模型试验测点的布置位置,制定了加载制度,进行了振动台加载试验;分析了试验结果,并与有限元分析结果进行了对比,定义了减震率;从应力和应变两方面分析了减震层的动力特性及减震效果,得出减震层的设置对隧道减震能起到一定的作用。     

船用异步起动永磁同步电动机起动性能的分析方法研究

为了更准确、更全面地分析异步起动永磁同步电动机的起动性能,建立异步起动永磁同步电动机基于多阻尼回路的非线性数学模型,用MATLAB根据插值法和龙格库塔法编写了仿真计算程序.根据气隙磁场法计算得到的电机电感参数对电机的起动情况进行了仿真计算分析,并用样机的试验来验证了仿真计算的准确性,从而验证数学模型的准确性.     

中高频条件下三种铁耗计算方法的对比分析

本文针对中高频条件下的铁耗计算,用三种常用铁耗计算方法对某硅钢片在中高频条件下的损耗曲线进行了计算,对比分析了这三种铁耗计算方法的误差,给出了三种方法的一般适用范围,同时对Bertitto分离铁耗计算方法的损耗系数进行了修正.