拓宽加载对旧路基附加沉降影响数值分析

基于有限元数值分析方法,对路基拓宽工程中,新路基填筑对旧路基附加沉降的影响进行了研究。选取6 m厚软土地基双向4车道的两侧拓宽工程作为数值模拟原型,新路基填筑分别采用不同的填筑、固结间隔期的分层加载方式,通过监视旧路基坡趾下方不同深度的指定观察点,提取观察点的沉降-时间曲线,分析其加载过程的沉降特征,获取不同拓宽加载方式下旧路基下地基影响深度范围内附加沉降的变化特点及沉降完成时间。研究结果表明,新路堤填筑加载总量一定时,不同填筑方式引起的旧路堤附加沉降基本为定值,根据堆载高度可以确定旧路基最终沉降量;新路堤填筑方式影响旧路堤的沉降完成时间、填筑加载时间与自然固结时间相对集中时,旧路堤完成沉降所需工期较短。     

超大跨度CFRP索斜拉桥的力学性能分析

为了探讨碳纤维材料(CFRP)索在超大跨度斜拉桥中应用的可行性,以1400 m主跨的超大跨度钢拉索斜拉桥设计方案为例,采用拉索的等强度和等轴向刚度方法,拟定了两座等跨径布置CFRP索的方案桥,分别采用结构三维几何非线性方法、子空间迭代法、空气动力稳定性分析方法以及地震响应的反应谱分析方法,对应用钢索和CFRP索的超大跨度斜拉桥的静力特性、动力特性、抗风稳定性以及抗震性能等进行了分析与比较,并从力学性能角度探讨了CFRP索在超大跨度斜拉桥中应用的可行性。结果表明:从力学性能角度而言,超大跨度斜拉桥采用CFRP索是可行的,但是拉索截面尺寸采用等轴向刚度方法确定则更有利。     

轻型两栖汽车可升降底盘机构设计与控制方案仿真

为实现某轻型两栖汽车在不切断驱动力的前提下底盘可升降和车轮可提升,采用了平衡肘肘内动力传动技术。利用无刷直流电机带动蜗轮蜗杆副,驱动平衡肘旋转,通过控制平衡肘的位置实现底盘高度可调和车轮的提升;而发动机驱动力通过平衡肘肘内的链条传动传至车轮。采用数字PID控制方法,实现了平衡肘的位置控制。借助Matlab／Simulink对执行机构进行了仿真,仿真结果表明,利用无刷直流电机驱动能够实现平衡肘的快速转动,进而实现底盘的升降和车轮的提升。     

Simulation and analysis of flexible solar panels’ deployment and locking processes

To predict the attitude of satellite during the whole deployment process and evaluate the lockingimpact, a numerical flexible model of a certain satellite associated with four flexible honeycomb solar panelswas established. The flexible solar panel was modeled by the finite element analysis (FEA), and the motionequations were derived by Lagrangian formulation. The locking process was based on the method of Hertziancontact, which enables one to predict the locking impact on the satellite and the subsequent oscillation of solarpanels. The results reveal that locking operation has great impact on the attitude of the satelhte, and theangular acceleration of satellite reaches 22.03 °/s2 at the locking moment; the flexible solar panels model isfeasible to predict the accurate response of the satelhte during deployment and the oscillation of solar panels;the instantly impulsive force occurred during locking process is about 1.5 kN and the changing time is nearly0.32 s. It provides an effective approach to present the flexible solar panels' deployment process and evaluatethe locking impact.     

基于MATLAB的电力电子技术实验计算机仿真的研究

概括了MATLAB／Simulink仿真软件的特点,介绍了如何利用MATLAB／Simulink仿真软件对电力电子技术课程实验进行仿真。应用计算机仿真实验教学加深了学生对课程内容的理解,弥补了模拟实验装置的不足。     

Case Analysis on Vehicle Parking and Departure Plans for the National Stadium

As the main venue of the 2008 Beijing Olympic Games, the National Stadium hosted the opening and closing ceremonies, field and track events, and final football games. This paper intends to study the problems associated with vehicle evacuation from the parking lot, and develop evacuation plans. First, the paper analyzes the particular conditions of the parking lot in the National Stadium, as well as its layout and vehicle evacuation. Then, it simulates and evaluates the evacuation plans with the suitably given parameters, based on the real blueprint of the National Stadium and scenarios. Finally, it conducts a comparative analysis on the accuracy and practicability of the vehicle evacuation plans based on the field data collected at the opening ceremony of the Olympic Games. The simulation result shows that the total vehicle evacuation time was 26 minutes and the real evacuation time was 27 minutes on the day of the opening ceremony, which verifies that the study is accurate and practical.     

基于Matlab／Simulink汽车驾驶员电动座椅控制系统的仿真设计

以汽车驾驶员电动座椅的水平调节为例,利用Matlab／Simuulink对具有自动调节功能的直流伺服位置控制系统的动态特性进行计算和仿真,从而确定该系统控制器的最佳控制参数的匹配。     

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应用整数规划研究航运集装箱路径选择问题,并将重箱和空箱统一在一个系统中研究。在本文模型中,以集装箱运输总利润最大化为目标函数,利润是重箱运输利润减去重、空箱运输成本。约束条件考虑到满足空集装箱需求和重集装箱需求、航线运输能力限制及空箱供给数量等。应用LINGO9.0求解模型,并通过数值仿真来证明不同参数影响下的调运策略。本文旨在为船公司提供合理的航运集装箱运输方案,从而降低船公司的集装箱运输成本,实现船公司集装箱运输效益最大化。     

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随着我国公路隧道建设的蓬勃发展,连拱隧道的修建也越来越多。连拱隧道一般应用于中短隧道工程,常常存在浅埋偏压、地质条件较差等问题。河北省张石高速公路岔道2号隧道全长188m,属于双连拱隧道。围岩级别主要由IV、V两级构成,进口段围岩比较破碎,埋深较浅同时具有偏压现象,给施工带来了一定难度。本文采用现场监测与数值模拟两种手段,对隧道浅埋偏压段围岩开挖后的位移变形进行了分析研究。研究结果表明两种分析结果基本吻合,可见采用数值模拟方法在隧道工程分析上是可行的,同时也弥补了单一的现场监测方法存在的预见性较弱的缺陷。     

近接基坑的地铁区间大断面隧道施工力学分析

以沈阳地铁建设工程实际为背景,针对近距基坑对地铁隧道施工的影响问题,采用数值模拟方法,通过计算不同施工顺序及不同近接距离时的大断面隧道初期支护内力,分析近接基坑对大断面隧道开挖的影响程度,并提出相应的隧道加固措施。