斜拉桥抖振分析中计入背景分量的实用方法

在大跨桥梁的拌振分析中，通常采用的是Ｓｃａｎｌａｎ颤拌振分析方法，这一方法只考虑了共振响应、而忽略了背景响应，最近的研究表明背景分量在某些情况下可能占有较大比重，因此考虑背景响应具有一定的必要性，在对背景分量进行详细分析和大量计算的基础上，拟合出包括各种影响参数的适合于斜拉桥竖向抖振背景响应修正的计算公式，可以在斜拉桥竖向抖振计算中方便地计入背景响应。     

颤振对TDICCD相机像质的影响分析

为了分析卫星颤振对TDICCD相机像质的影响,给出了低频正弦颤振引起的相机像移,重点分析了滚动、俯仰、偏航三个方向的颤振对相机成像质量的影响.通过对两种卫星颤振动力学仿真数据的计算,具体研究了颤振对相机像质的影响程度.结果表明,TDICCD相机对卫星颤振幅值要求较高,且随TDI积分级数的增加,颤振的影响尤为突出,必须加以限制.     

A discrete 3D model for bridge aerodynamics and aeroelasticity: nonlinearities and linearizations

A framework for the numerical analysis of bridges under wind excitation is outlined. It is based on structural finite element scheme and cross-sectional wind load models. Two aspects are investigated: (1) how considering the mean steady configuration in the aerodynamic stability calculation; and (2) the effects of load nonlinearities on structural response. A quasi-steady load model is adopted, which is able to deal with the considered problems by using experimental data easily available in the practice. By means of numerical examples, it is pointed out (1) that both the modifications in structural tangential stiffness and in the aerodynamic coefficients due to the mean steady deformation may affect the aeroelastic stability threshold and (2) that load linearization may produce an underestimation of the structural response.     

大跨度桥梁耦合抖振响应的时域分析

提出了一个大跨度桥梁的耦合抖域分析方法，作用了桥面上的风荷载被转化到时域中，以汕头海湾大桥为工程背景，用文中方法的计算与频域反应谱理论以及紊流场中全桥横型风洞试验结果相当吻合，另外，本文方法计及有效攻角的瞬时变化和紊流对自激力的影响，显示出频域反谱方法所不具备的优点。     

Aplicación de métodos computacionales en la evaluación de la respuesta aeroelástica de puentes soportados por cables

The possibilities of computational methods for assessing the response of cable supported bridges under wind action are considered in this work. The main objective is to study the possibilities of substituting wind tunnel campaigns by computer based analyses, particularly at the early design stage. The preliminary proposed design for a continuous cable-stayed bridge with two main spans of 650 m and a single box girder deck has been considered as a case study. The force coefficients of the deck cross-section have been computed and the unsteady response associated to vortex-shedding has been simulated using CFD commercial software. Furthermore, an in-house piece of software has been employed to obtain the response for flutter and buffeting phenomena adopting the hybrid approach; with that purpose the experimental flutter functions of a similar box girder deck were adopted. The computational results have been validated by comparison with similar experimental results published by other researchers. It has been verified that the set of adopted methods offers reliable results with moderate costs; therefore, the proposed approach is very suitable at the early design stage of long span bridges or at conceptual design works.     

大跨度桥梁抖振响应的空间非线性时程分析法

通常的桥梁抖振分析借助于频域内的反应谱方法，因而局限于线性范围．近年来大跨度桥梁不断兴建，有必要在其风致抖振响应分析中计入结构几何非线性和有效攻角的影响．文中提出了一个桥梁抖振响应的非线性时程分析法．脉动风诱发的抖振力由计算机模拟为多个互相关的随机过程，自激力则表达为桥面运动和脉冲响应函数的卷积形式．在Ｎｅｗｍａｒｋ－β逐步积分算法中，考虑了结构的大变位以及瞬时有效攻角的变化．应用文中方法计算了两座悬索桥的抖振响应时程，并与风洞试验结果进行了对比．     

基于FLC滑模切换SMC异步电动机防抖振控制

针对三相异步电动机标准滑模控制中的抖振问题,提出一种基于模糊逻辑滑模控制（FLC SMC）算法的异步电动机防抖振控制策略.基于系统状态变量非连续函数所创建的“滑动面”,引入模糊逻辑控制器来取代传统切换函数k1,2sgn〖JB((〗s1,2〖JB))〗,并利用SMC等效控制和FLC控制器的配合实现状态轨迹沿滑模面的平滑移动.本文推导给出SMC控制率和FLC控制器隶属度函数,并据此设计FLC SMC三相异步电动机仿真实验模型.通过仿真对比显示,所提算法对控制参数及负载转矩变化具有更好的鲁棒性,能有效起到防抖振效果.     

The effect of three-dimensionality on the aerodynamic admittance of thin sections in free stream turbulence

The unsteady behaviour of a thin plate section or aerofoil strip in a turbulent wind field is described by a two-wavenumber extension of the well known single wavenumber Sears function. The second (spanwise) wavenumber is introduced to deal with the three dimensional effects of the turbulence. The present work considers the unsteady forces induced on finite span sections and investigates the influence of the ratio of span to chord (aspect-ratio) of the section on these three dimensional effects. The analysis shows that the influence of the spanwise wavenumber becomes negligible for the aerodynamic admittance of buffeting lift forces for large enough aspect-ratios, such as those typical of modern long-span bridges, thus supporting the use of strip-theory in these cases.