连续刚构弯箱梁桥横向内力计算方法

针对变截面连续刚构弯箱梁结构分析的横向内力计算，探讨了桥梁纵向挠曲作用与弯梁扭转作用对横向内力计算的影响，以及横向框构中考虑材料在应力－－应变的线性与非线笥关系两种不同状态下内分布的变化。以厦门海沧大桥西航道变截面连续刚构弯箱梁桥（７８ｍ＋１４０ｍ＋７８ｍ＋４２ｍ＋４２ｍ）为例，计算了在预应力作用、自重恒载作用以及汽车与持车在最不利布置时的横向内力。     

喷撒颗粒的增粘机理研究

本文建立了向轮轨接触间喷撒颗粒时的摩擦模型，并将此摩擦模型应用于修正的轮轨粘着理论中，对喷撒颗粒的增粘机理进行了理论研究。从理论计算结果可以看出，向轮轨接触间喷撒颗粒的增粘效果是非常明显的，且增粘效果和轮轨的表面状态、颗粒的质量和进入轮轨接触面间的颗粒数量有关。     

车身外形CAGD中磨光三角域曲面的计算和应用

三角域曲面设计一直是车身表面造型的难点。本文建立了磨光型三角域自由 曲面的计算模型，开发了软件，通过实际设计实例证明该方法光顺性好，计算稳定，效率高。     

汽车弯道制动试验响应分析

汽车弯道制动是一种危险而复杂的工况，其复杂性表现在影响因素多和评价方法两方面。文中通过试验，分析了影响汽车弯道制动性能的主要因素。从试验结果来看，用稳定性和偏移量两个评价指标，可以较全面评价汽车弯道制动性能。     

A local model for the simulation of two–dimensional spilling breaking waves

A numerical model for the simulation of two dimensional spilling breaking waves is described. It is derived from a previous model which, in turn, takes its underlying ideas from the Cointe and Tulin theory of steady breakers. With respect to the former model, the present one is local, i.e., the inception, extension, and geometry of the breakers are determined through the local shape of the water surface. The model has been implemented in a RANSE code, which was developed for the simulation of ship flows, through a modification in the boundary conditions. This yields a simple and effective way to reproduce the breakers influence on the underlying flow. The resulting code has been used to simulate the flow past a submerged hydrofoil. The numerical results are compared with those of the previous model and with the experimental data obtained by Duncan.     

船体三维网格的自动生成算法及其图形用户界面的设计

本文介绍的三维湿表面网格的自动生成算法,不但可完成型值表各站型线的等弧长插值拟合,而且能够在沿船长方向的任意位置上进行站的加密和插值,从而自动生成三维湿表面网格。该算法的实现依赖于一套完整的图、形用户界面。此界面用Ｕｎｉｘ平台的Ｍｏｔｉｆ、Ｃ和ＧＬ编制,友好灵活,方便易用。     

Fault tolerant nonlinear control with applications to an automated transit bus

This paper presents an integrated structure for a passive and active fault tolerant control (FTC) design approach in the framework of a robust nonlinear control technique called Dynamic Surface Control (DSC). As motivated by the automated vehicle application, we consider two categories of possible faults: pre-specified (a priori) and non-specified faults. It is first shown that DSC can be considered as a passive FTC approach in the sense that it gives simultaneous robust stability to a set of nonlinear systems even in the presence of model uncertainties and the pre-specified faults. Then, the non-specified fault is classified depending on the fault’s impact on the closed-loop system and isolatability from a fault detection and diagnosis (FDD) system. If a fault is both intolerable and isolatable, an active FTC approach is taken which includes FDD and controller reconfiguration. More specifically, trajectory reconfiguration is considered to accommodate the actuator fault, i.e., to compensate for the performance loss due to the fault within the framework of a switched hierarchical structure. Finally, the integrated structure for the longitudinal control of an automated transit bus is designed through the proposed method. Simulation results of the fault tolerant controller are shown for both single and multiple multiplicative faults. This controller was implemented on the California PATH transit buses in a demonstration of automated public transportation technology in San Diego, California in August of 2003.     

高速公路面层出现裂缝的原因与预防措施

通过对河北省高速公路路面屡次出现裂缝的现象进行调查分析,并结合秦皇岛市京沈高速公路大修工程的实践,综合分析了路面产生裂缝的主要原因,并提出有效防治裂缝产生的措施和建议.     

沥青混凝土热铺层厚度测量仪设计

针对在公路养护与沥青混凝土路面摊铺过程中,沥青混凝土的厚度控制对施工成本、路面平整度、路面质量及验收结果的影响,设计了一种能够精确测量沥青混凝土热铺层厚度的实用新型厚度测量仪,克服了目前公路工程施工中沥青混凝土热铺层厚度测量技术中的缺点与不足     

双曲拱桥复合套拱加固方法及应用

针对传统双曲拱桥加固存在的新旧混凝土结合受力不明、施工平台搭设复杂等问题,在双曲拱桥下部结构安全储备充足、需更换拱上填料的条件下,提出双曲拱桥复合套拱加固方法,即在原拱圈上新增拱肋、横系梁及加厚拱板,形成框架式受力结构,实现双曲拱桥加固。应用时,首先封闭桥面交通,拆除旧桥面及附属设施、旧拱上填料;其次在裸露的主拱圈上增设主拱肋及横系梁,根据配重需要设置拱背加厚区;然后在主拱圈及新增结构上浇筑轻质拱上填料;最后进行桥面系及附属设施施工。该方法无需拱下支架,对桥下交通影响小,安全性高,不改变桥梁外观,尤其适用于文物桥梁维修改造。在南京长江大桥双曲拱桥S56跨涉铁工程中应用该技术,有效提高了结构承载力和整体性,工期缩短约67%,综合成本降低约26%。