多跨连续无风撑斜靠式钢管混凝土拱桥的抗震性能

针对该桥不设风撑的特点,运用有限元分析软件MIDAS/Civil建立其空间计算模型,研究该桥的动力特性,并用时程分析法对其抗震性能进行分析,得出无风撑拱桥在地震作用下的反应特点,以及斜靠式拱管刚度变化对该桥抗震性能的影响规律.     

深圳市某跨铁路线桥梁的改造加固与评估

对深圳市一跨铁路线桥梁的非机动车道进行改造加固,用碳纤维布加固主梁,更换伸缩缝和支座,用微型桩加固桩基础.将圆形墩柱改造成钢包椭圆柱.改造加固后通过静动载试验进行评估,加固效果满足设计要求.     

地铁车辆车轮异常磨耗测试分析

针对地铁车辆车轮踏面的异常磨耗,采用"车辆轮对尺寸在线检测系统(TWDS)"对车辆轮对进行动态测试。大量测量数据的统计、分析表明,南京地铁车辆车轮踏面"ω"形异常磨耗与轮对运行姿态无关。     

GSM-R系统的频率规划浅谈

针对枢纽地区目前存在的频率紧张问题,提出了几个解决方案。     

预应力变截面连续箱梁菱形挂篮的设计及应用

杭州市梅城大桥预应力变截面连续箱梁菱形挂蓝结构设计科学，施工方便，是目前较先进且应用广泛的挂蓝之一。     

夏季中国海海流系统的高分辨率数值模拟

以最新的三维斜压海洋模式POM2K为基础，考虑了海底地形、边界水交换、海面风应力、海面热通量等多方面影响后，对中国海(渤、黄、东、南海)环流结构进行了高分辨率的数值模拟．结果显示：中国海的夏季环流在强季风强迫和黑潮驱动下，具有显著的西边界流特性；中国陆架海北部受黄海冷水团控制；黑潮在巴士海峡处有反气旋式弯曲，并与东北向的南海风生流发生较强的混合，形成的“巴士海峡混和水”是偏西向流和台湾暖流的海水源和重要驱动因子；南海北部存在一个拐角式逆时针旋涡；南海南部呈现双涡结构．     

基于模糊集对分析的船舶能耗评估

针对船舶能耗评价中影响因素具有模糊性、不确定性和关联性等特点,在确定船舶能耗评价因素集的基础上,利用模糊集对分析方法将待评估船舶的能耗情况与理想情况组成一对集对,计算各级评价指标的同一度、对立度和差异度得到集对联系度。根据船舶能耗系统的联系度进行同异反态势评判,贴近度和不确定性分析,从而得到船舶能耗系统的综合评估。实例分析验证了将模糊集对分析应用于船舶能耗评估的有效性。     

One-dimensional model on fuel penetration in diesel sprays with gas flow

In diesel engine, spray penetration is usually changed by in-cylinder gas flow. Accurate prediction on diesel spray with gas flow is important to the optimal design of diesel fuel injection system. This paper presents a theory investigation focusing on the penetration of diesel spray with gas flow. In order to understand the effect of gas flow on the penetration of diesel spray, a one-dimensional spray model is developed from an idealized diesel spray, which is able to predict the spray behavior under different gas flow conditions. The ambient gas flow is simplified as ideal flow that has only constant flow velocity along x-axial and y-axial directions of spray. The x-axial and y-axial directions are respectively defined as along and vertical spray directions. The main assumption is that the y-axial direction gas flow has no effect on the penetration of spray along x-axial direction. The principles of conservation of mass and momentum are used in the derivation. Momentum of in-cylinder air flow is also taken into consideration. Validation of the model at stable condition is achieved by comparing model predictions with experimental measurements of diesel spray without gas flow from Naber's experiments. Furthermore, CFD simulations on penetration of diesel spray with gas flow were performed with the commercial code AVL-fire. The onedimensional model is validated by the penetration results with gas flow from CFD calculation. Results show that a reasonable estimation of the spray evolution can be obtained for both with and without ambient gas flow conditions.     

基于Mindlin位移解的超大群桩基础沉降计算

针对18根和64根超长大直径群桩基础,采用Mindlin位移解,假定桩端阻力为集中力和桩侧摩擦阻力呈向下线性增加分布形式后,推导出沉降计算公式.在苏通长江公路大桥主桥索塔群桩基础离心试验的模型地基条件下,按照变形比法来确定压缩土层的计算深度,对这两类超长大直径群桩进行沉降量计算.研究结果表明,与离心模型试验沉降值相比,两类群桩理论计算沉降值均偏低,18根群桩基础沉降理论计算值偏低16.8%,而64根群桩基础偏低39.9%.可见,用基于Mindlin位移解对超长大直径群桩基础进行沉降计算时,理论值偏低,同时也表明群桩效应对桩数较多的群桩沉降计算影响较大.     

不确定性时滞系统时滞相关鲁棒镇定

讨论了具有状态时滞的数值界不确定性线性系统的时滞相关鲁棒控制问题.将矩阵分解的思想应用于线性时滞系统的控制综合,利用Lyapunov-Krasovskii泛函方法,通过牛顿-莱布尼茨各项相互关系引入"0"阵,得到了系统的一种新的经过状态反馈控制后可鲁棒镇定的、基于LMI的、保守性较低的时滞相关条件.该方法既不需要对原系统进行模型变换,也不需要对交叉项进行界定.用算例说明了该方法的有效性.