独塔自锚式悬索桥主缆成桥线形分析

以独塔自锚式悬索桥为对象介绍主缆成桥线形的分析理论.以分段悬链线理论为基础,给出主缆成桥线形的平衡关系和适合于独塔自锚式悬索桥主缆成桥线形分析的迭代方法,并编制相应程序.通过具体工程算例验证分析结果的正确性.     

Aerodynamic problems of cable stayed bridges spanning over one thousand meters

The elongating of cable-stayed bridge brings a series of aerodynamic problems. First of all,geometric nonlinear effect of extreme long cable is much more significant for cable-stayed bridge spanning over one thousand meters. Lateral static wind load will generate additional displacement of long cables,which causes the decrease of supporting rigidity of the whole bridge and the change of dynamic properties. Wind load,being the controlling load in the design of cable-stayed bridge,is a critical problem and needs to be solved. Meanwhile,research on suitable system between pylon and deck indicates fixed-fixed connection system is an effective way for improvement performance of cable-stayed bridges under longitudinal wind load. In order to obtain aerodynamic parameters of cable-stayed bridge spanning over one thousand meters,identification method for flutter derivatives of full bridge aero-elastic model is developed in this paper. Furthermore,vortex induced vibration and Reynolds number effect are detailed discussed.     

Technology for long cable erection of a thousand meter scale cable stayed bridge

In the background of the construction of Sutong Yangtze River Bridge （ short as Sutong Bridge ）, the cable construction method and techniques of a thousand-meter scale cable-stayed bridge are introduced. Some key construction techniques, such as outspreading cable on deck, installing cable at pylon, pulling and fixing cable at the attachment with decks and cable PE sheath protection are discussed.     

General design of Sutong Bridge

The main span of Sutong Bridge is a double-pylon, double-plane cable-stayed bridge with steel box girder, which has the world＇ s longest central span of 1 088 m within cable-stayed bridges. To overcome problems caused by severe meteorological conditions, perplexing hydrological conditions, deep buried bedrock and higher navigation level, many new technics and methods were created. Keys including structural system, steel box girder, stayed cable, tower, pier, tower foundation, collision avoidance system, wind-resistance, seismic-resistance, structural nonlinear response and structural static stability were presented individually in this paper.     

周期荷载作用下土钉支护的累积效应有限元分析

针对交通荷载下土钉支护边坡的力学特征,将交通荷载简化为循环荷载,以室内模型试验为基础,基于Mohr-Coulomb准则,建立土钉支护动力稳定分析的弹塑性平面应变有限元模型,加载频率为2 Hz,加载幅值为10-30 kPa.研究结果表明:坡面位移随循环加载次数增加而增大,出现明显的累积效应,坡顶沉降出现沉降槽,累积效应不明显;土钉轴力的变化与位置有关,在动载下,靠近坡顶的轴力增加较大,但随着循环加载次数增加出现衰减效应,下部土钉轴力变化不大;室内模型试验结果与数值模拟结果存在一致性.     

基于半解析法的泵房结构平面和空间内力分析比较

为了避免地基范围这一影响因素,采用半无限地基上的半解析法对淮阴三站泵房结构分别进行二维、三维的内力计算,突出分析二者的差异．对底板、流道墩墙及检修间墙体等关键结构做详细对比,从弯矩的分布规律和数值两方面进行了整体、局部异同的对比分析．由数值分析结果可知,平面分析并不能考虑上下游挡墙对侧墙、底板顺河向的影响,流道处的墙体在顺水向是变厚度的,很难找到合理的代表面,对大型泵房结构进行三维有限元计算分析是必要的．     

喷射安装导管作业中喷射管串力学分析

深水钻井喷射安装导管作业中喷射管串的结构特殊,受力复杂。作业过程中喷射管串系统的内、外层管柱处在不同的受力系统中,正确分析喷射管串系统在作业过程中的轴向力是分析管柱整体变形和应力的基础。分析发现：底部钻具组合的轴向力主要受马达、钻头压降产生的水力推力、射流反作用力及钻头钻压的影响,导管上的轴向力受地层和入泥导管之间的摩擦力影响,二者通过导管送入工具相互传递。计算了作业过程中喷射管串各部分的轴向力分布,并讨论了导管柱上的中性点随导管安装深度的变化规律,对喷射安装导管设计和作业具有实际意义。     

汽车电子制动力分配的分级控制与仿真研究

解决制动初期的制动力分配难题对汽车安全性具有重要意义。在对汽车制动特性进行分析的基础上,提出含有控制级和协调级的电子制动力分配(EBD)分级控制方法,设计了基于模糊推理的各轮预分配制动力控制策略,并根据各轮参考滑移率对各轮预分配制动力进行调整。利用汽车电子控制单元的嵌入式系统开发平台,在不同条件下进行了汽车EBD与ABS硬件在回路仿真试验试验结果表明,EBD分级控制在制动初期ABS起作用前,能够有效调整汽车制动力分配,提高了整车制动的安全性。     

预应力钢板夹心混凝土组合板界面剪力分析

针对预应力钢板夹心混凝土组合板刚度大,承载力高,变形小的特点,利用弹性理论,建立了考虑预应力筋内力增量和滑移刚度影响的组合板界面剪力的计算微分方程,给出对称集中荷载下的界面剪力计算公式.计算结果表明,组合板最大界面剪力发生在跨中,沿板长向端部逐渐减小,端部界面剪力近似为零;组合板的界面剪力随着连接刚度、外荷载的增加而增加,随着钢板面积的增加而减小,预应力筋内力增量对界面剪力影响很小,一般在5%左右;连接刚度与外荷载对界面剪力变化影响较大.     

3-PRR平面并联机构的刚度特性

为了揭示在外力作用下机构的柔性导致的几何形变对其刚度的影响及变化规律,对3-PRR平面并联机构的刚度特性进行了系统研究.首先导出了3-PRR平面并联机构基于守恒协调转换刚度矩阵的刚度解析表达式,然后分别求出了机构在无外力作用和在外力作用下的刚度映射曲线,用以对比其刚度的不同变化规律.最后根据导出的公式和数值分析算例,对机构的刚度特性进行了详细的分析.研究结果表明:3-PRR平面并联机构的刚度是机构构型的函数,并与驱动力和关节刚度成比例;机构的刚度不但与外力的大小有关,而且与外力的作用方向有关.