Aerodynamic stability of cable-stayed bridges under erection

INTRODUCTION Long-span cable-stayed bridges under service andparticular construction conditions are very susceptibleto wind action due to their great flexibility, so thewind stability (aerodynamic stability or flutter stabil-ity) is becoming a major concern in the design andconstruction phrases. As compared with the servicecondition, although the period of erection is not toolong, the structural stiffness of cable-stayed bridgesunder erection is greatly reduced, and consequentlythey be…     

Aerodynamic stability of cable-supported bridges using CFRP cables

To gain understanding of the applicability of carbon fiber reinforced polymer (CFRP) cable in cable-supported bridges, based on the Runyang Bridge and Jinsha Bridge, a suspension bridge using CFRP cables and a cable-stayed bridge using CFRP stay cables are designed, in which the cable’s cross-sectional area is determined by the principle of equivalent axial stiffness. Numerical investigations on the aerodynamic stability of the two bridges are conducted by 3D nonlinear aerodynamic stability analysis. The results showed that as CFRP cables are used in cable-supported bridges, for suspension bridge, its aerodynamic stability is superior to that of the case using steel cables due to the great increase of the torsional frequency; for cable-stayed bridge, its aerodynamic stability is basically the same as that of the case using steel stay cables. Therefore as far as the wind stability is considered, the use of CFRP cables in cable-supported bridges is feasible, and the cable’s cross-sectional area should be deter-mined by the principle of equivalent axial stiffness.     

Parametrically excited oscillation of stay cable and its control in cable-stayed bridges

This paper presents a nonlinear dynamic model for simulation and analysis of a kind of parametrically excited vibration of stay cable caused by support motion in cable-stayed bridges. The sag, inclination angle of the stay cable are considered in the model, based on which, the oscillation mechanism and dynamic response characteristics of this kind of vibration are analyzed through numerical, calculation. It is noted that parametrically excited oscillation of a stay cable with certain, sag, inclination angle and initial static tension force may occur in cable-stayed bridges due to deck vibration under the condition that the natural frequency of a cable approaches to about half of the, first model frequency of the bridge deck system. A new vibration control system installed on the cable anchorage is proposed as a possible damping system to suppress, the cable parametric oscillation. The numerical calculation results showed that with the use of this damping system, the cable oscillation due to the vibration of the deck and/or towers will be considerably reduced. Project supported by National Natural Science Foundation of China (No. 59978044)     

Parametrically excited oscillation of stay cable and its control in cable-stayed bridges

ＩＮＴＲＯＤＵＣＴＩＯＮＣａｂｌｅ ｓｔａｙｅｄｂｒｉｄｇｅｓａｒｅｗｉｄｅｌｙａｐｐｌｉｅｄｉｎｍｏｄｅｒｎｂｒｉｄｇｅｓｔｒｕｃｔｕｒａｌｓｙｓｔｅｍ .Ｔｈｅｌａｒｇｅｓｔｓｐａｎｏｆｃａｂｌｅ ｓｔａｙｅｄｂｒｉｄｇｅｉｓｃｌｏｓｅｔｏ 1 0 0 0ｍｗｈｅｎｍａｎｙｎｅｗｍａｔｅｒｉａｌｓａｎｄｔｅｃｈｎｏｌｏｇｉｅｓａｒｅａｐｐｌｉｅｄ.Ｔｈｅｓｔａｙｃａｂｌｅｓａｒｅｉｍｐｏｒｔａｎｔｂｒｉｄｇｅｓｔｒｕｃｔｕｒｅｃｏｍｐｏｎｅｎｔｓｍｏｓｔｐｒｏｎｅｔｏｅｘｈｉｂｉｔｈｉｇｈａｍｐｌｉｔｕ…     

大跨度钢管混凝土拱桥的稳定与振动

通过理论研究和数值计算，详细分析了大跨径钢管混凝土双肋拱桥的侧倾稳定性和地震响应。首先，根据双肋拱桥结构在竖向均布荷栽作用下的侧倾稳定临界力的近似解析解，讨论了横撑设置、横撑刚度等因素对稳定性的影响。其次，基于多点激振理论和拟静力位移概念，介绍了拱桥结构的动力特点和地震动作用下的响应，并讨论了行波效应的影响。分析表明，地震行波作用对大跨度拱桥影响很大，横撑设置对稳定性敏感。     

预应力混凝土梁桥上部结构综合评价方法

建立针对缺损预应力混凝土梁桥上部结构的多层次评估模型,提出模型中各项评价指标并初步确定其分级标准.构造正态关联函数计算确定无下属层元素评价指标与相应各评价等级的关联度,并在对模型中分项层及指标层元素进行评价时,考虑同下属于某元素的各元素的缺损状态进行权重修正计算.采用关联度及结构评定标度共同表征预应力混凝土梁桥上部结构的缺损状态,故该方法可针对预应力结构进行细致的评价,并且结果与现行<公路桥涵养护规范>的评价方法相统一.最后,对吉林省某一实际桥梁缺损状态进行了详细的评估,可作为算例供工程参考.     

3种类型混合动力汽车控制策略的分析

简述了混合动力汽车几种典型的布置结构,并对各种布置型式的控制系统的控制策略作了相关介绍和优缺点分析.在此基础上,探讨了混合动力汽车还需要解决的问题和应用前景.     

曲线箱梁桥均匀温度变化效应分析

温度荷载的作用是造成曲线箱梁桥工程问题的主要原因之一。文章运用曲线梁桥的微分方程,详细分析了混凝土曲线箱梁在均匀温度荷载作用下的效应,推导出了单跨曲线箱梁在径向受到约束时受均匀温度荷载作用产生的支反力及内力计算公式,并利用公式及有限元软件进行实例计算,验证了公式的准确性,得出了曲线箱梁桥在均匀温度荷载作用下,径向反力的大小与桥梁半径的二次方呈反比例关系,与桥梁的刚度、轴线圆心角呈正比例关系,即桥梁的半径越小,桥梁越宽,圆心角越大,桥梁的径向反力越大的结论,为解决曲线箱梁在均匀温度荷载作用下的工程问题提供理论支持。     

计及温控负荷的小干扰稳定性分析

温控负荷是电力系统最为重要的负荷类型之一,它对电力系统的小干扰稳定具有重要的影响。针对这类以恒温控制器控制的负荷（温控负荷）展开研究,通过对恒温控制器动态加热方程的分析,建立用于小干扰稳定分析的温控负荷的数学模型。以3机9节点系统为算例在MATLAB的电力系统分析工具箱（PSAT）中对温控负荷接入电力系统后对系统小干扰稳定影响进行仿真分析。最后以简单的单机无穷大系统为例,进一步分析其负荷参数变化对系统小干扰稳定的影响。仿真分析结果表明:相对于传统的静态负荷温控负荷不利于系统小干扰电压稳定;温控负荷比例控制增益,环境温度,参考温度,对系统的小干扰稳定影响较大;积分控制器增益,积分控制器时间常数,负荷时间常数对系统小干扰稳定性影响较小。     

含有分布时滞和脉冲的杂交BAM神经网络的全局指数稳定性

通过构造李雅普诺夫函数,利用M-矩阵理论以及Young不等式技巧,给出了一类含有分布时滞和脉冲双向联想记忆神经网络的平衡点的全局指数稳定性的充分条件,这些条件去掉了对激活函数的有界性、单调性和可微性的要求,且在某些情况下更易验证.     

LRB隔震技术在连续梁桥中的应用

总结了LRB体系连续梁桥的优越性,讨论了考虑桩-土共同作用时隔震性能的研究方法.采用有限元法,自编程序,系统地从行车舒适度、地震作用下的碰撞和动力稳定及其他常见水平荷载作用等方面分析了LRB体系连续梁桥的可靠性.结果表明,LRB体系较之传统的连续梁桥结构具有明显的优越性,考虑桩-土共同作用时,依然具有非常良好的隔震效果...     

浅谈钢管混凝土拱桥侧倾稳定性影响的因素

首先介绍了钢管混凝土拱桥稳定性分析中常用的基本理论,然后根据所收集到的有关钢管混凝土拱桥侧倾稳定性的资料,介绍了其中比较重要的影响因素.其中包括横撑,拱肋,边界处理等对钢管混凝土拱桥稳定性的影响.     

Advanced aerostatic analysis of long-span suspension bridges

INTRODUCTION Two examples of the great progress achieved inrecent decades in the design and construction oflong-span suspension bridges are the Akashi KaikyoBridge (1990 m) in Japan and the Great Belt Bridge(1624 m) in Denmark. Into the 21st century, longersuspension bridges are being planned, such as theMessina strait bridge in Italy (3300 m), and the Gi-braltar bridge between Spain and Morocco (5000 m)(Astiz, 1998), etc. In China, five large strait crossingprojects have been planne…     

P(EA-MAn-APTES)/二氧化硅有机无机杂化材料的合成和表征

采用γ氨丙基三乙氧基硅烷 (APTES)作为偶联剂,以丙烯酸乙酯(EA)、顺丁烯二酸酐(MAn)和正硅酸乙酯(TEOS)为原料,通过自由基溶液聚合和溶胶凝胶过程制得了P(EA-MAn-APTES)/二氧化硅有机无机杂化材料,其中TEOS的质量分数从0变化至25%.利用傅立叶红外(FT-IR)光谱、溶胶抽取、扫描电子显微镜(SEM)、透射电子显微镜(TEM)、示差扫描量热法(DSC)和热重分析(TGA)性能测试装置对材料的结构、凝胶含量、表面形貌、粒子大小和热性能进行了表征.结果表明:有机相与无机相之间是以共价键结合的,杂化材料中凝胶的含量较高,聚合物基体中SiO2是纳米复合的,具有较好的分散性和热稳定性.     

Approach for analyzing the ultimate strength of concrete filled steel tubular arch bridges with stiffening girder

A convenient approach is proposed for analyzing the ultimate load carrying capacity of concrete filled steel tubular (CFST) arch bridge with stiffening girders. A fiber model beam element is specially used to simulate the stiffening girder and CFST arch rib. The geometric nonlinearity, material nonlinearity, influence of the construction process and the contribution of prestressing reinforcement are all taken into consideration. The accuracy of this method is validated by comparing its results with experimental results. Finally, the ultimate strength of an abnormal CFST arch bridge with stiffening girders is investigated and the effect of construction method is discussed. It is concluded that the construction process has little effect on the ultimate strength of the bridge.     

基于小波包分析的大跨桥梁结构损伤预警的理论研究

基于小波包分析推导了结构动力系统在不同分析尺度上的状态方程和观测方程,在此基础上研究了结构动力响应在不同分析尺度上的时-频特性.理论分析证明,采用小波包分解结构的动力响应得到小波包能量谱,将可以表征结构损伤的发生.在此基础上进行了小波包能量谱关于结构损伤和观测噪声的敏感性研究,分析了结构系统矩阵和测量噪声在各个分析尺度上的递推性.结果表明,采用结构动力响应的小波包能量谱进行结构损伤预警具有较好的损伤敏感性和噪声鲁棒性.     

由公路桥梁的主要样式浅议我国公路桥梁的发展

改革开放以来,我国的公共事业取得了巨大的发展,特别是公路建设事业取得了巨大的进步。但由于我国的复杂的地理特征,公路修建的过程中,很多地方需要建设公路桥梁,公路桥梁可以说是我国公路建设中的重要组成部分,一般公路、高级公路上的立交桥,跨海、跨河大桥都得到了较快的发展。公路桥梁样式多样、功能各异、各有千秋,已建成的一座座桥梁是我国公路事业发展史上的一座座丰碑。本文作者就公路桥梁的主要样式,简要谈一下我国公路桥梁的发展。     

区间时滞随机系统的时滞相关稳定性改进判据(英文)

讨论了一类具有区间时变时滞的不确定随机系统的稳定性问题.利用区间时滞的上、下界信息,构造了一个新颖的Lyapunov-Krasovskii泛函.以线性矩阵不等式(LMIs)形式给出了时滞相关稳定性的充分判据,利用Matlab工具箱可以很容易对这些判据进行检验.推导过程基于Jensen积分不等式方法,避免了系统模型变换和交叉项有界等易于产生保守性的方法的使用,故得出判据的保守性小于文献中已有的结果.由于在获得的稳定性条件中没有引入多余的矩阵变量,因此所得判据的计算复杂度明显降低.最后,用一个数值例子说明了该方法的有效性和具有的优势.     

Input-output approach to robust stability and stabilization for uncertain singular systems with time-varying discrete and distributed delays

Based on input-output approach, the robust stability and stabilization problems for uncertain singular systemswith time-varying delays are investigated. The parameter uncertainties are assumed to be norm-bounded and the time-varying delays include both discrete delay and distributed delay. By introducing a new input-output model, the time-delay system is embedded in a family of systems with a forward system without time delay and a dynamical feedback uncertainty. A sufficient and necessary condition, which guarantees the system regular, impulse-free and stable for all admissible uncertainties, is obtained. Based on the strict linear matrix inequality, the desired robust state feedback controller is also obtained. Finally, a numerical example is provided to demonstrate the application of the proposed method.