一种用于索结构分析的悬链线单元

根据弹性悬链线的理论解析解推导出适于索结构有限元分析的悬链线单元.与常用的三节点、五节点曲线单元相比,采用该单元编制的软件具有输入数据少、计算机时省、计算精度高的特点.     

索结构的静力分析

根据柔索应变与位移的非线性几何关系以及自重作用与温度影响下的平衡方程,采用Euler描述的坐标系统精确地求得了各点的位移和张力的一般解．由索结构静力问题建立的非线性代数方程组应用改进的Powell混合算法编制的高精度DNEQNF程序直接进行求解A·D2在例题中计算了由3根索被一竖直弹簧支撑在一起的索结构,并与其他学者用不同方法得到的结果进行对比．     

具有耗散接头的三维欧拉—伯努利杆系的特征频率

本计算了具有耗散接头的一般非共线的欧拉－伯努利或铁木辛柯杆系结构振动特征频率的传递传阵。将允许结构是三维的，因此，一定要同时研究各种振动模式，包括纵向和扭转和振动。     

具有耗散接头的三维欧拉─伯努利杆系的特征频率

本文计算了具有耗散接头的一般非共线的欧拉─伯努利或铁木辛柯杆系结构振动特征频率的传递矩阵．将允许结构是三维的，因此，一定要同时研究各种振动模式，包括纵向和扭转的振动。这种结构一般可以看作是由许多杆件首尾相接构成一条链条。允许有各种不同的减振器，甚至有些减振器是本结构内部形成的．我们也允许在结构中采用不同材料，杆件也可以是不同宽度。本文证明了可以利用渐近估计方法来求得近似的特征频率。     

一维不定参数结构系统振动特征问题的摄动传递矩阵法

基于Riccati传递矩阵法，给出了一维不确定参数结构系统振动特征问题的二阶摄动计算方法，该方法适用于一般的一维结构系统的实数和复数特征问题的分析，并给出了结构振动特征的灵敏度计算公式．算例对转子的陀螺特征值问题进行了摄动分析，摄动结果和精确计算结果吻合良好．     

三幂等符号模式矩阵的结构

Abstract. A matrix whose entries are , -, and 0 is called a sign pattern matrix. For a signpattern matrix A,if A3 =A, then A is said to be sign tripotent. In this paper, the characteriza-tion of the n by n(n≥2) sign pattern matrices A which are sign tripotent has been given out.Furthermore, the necessary and sufficient condition of A3=A but A2≠A is obtained, too.     

结构矩阵的三角表示及其应用

利用位移铁和交换Hessenberg矩阵代数给出结构矩阵的三角表示,并讨论在Toeplitz矩阵和Toeplitz Hankel矩阵方面的应用。     

关于斜正定矩阵的一些性质

利用矩阵的次转置共轭和翻转矩阵等技巧,给出关于斜正定矩阵的一些性质,给出矩阵的斜对称部分与其逆之差是斜半正定的结论.     

一类Z-矩阵的置换结构

利用图论方法并结合Z－矩阵的本身特点，讨论了对角元全为零的Z－矩阵的伴随有向图性质，并由给出了对角元全为零的非奇异Z－矩阵的置换结构。     

小曲率粘弹性索非线性随机稳定性分析

基于Kelvin粘弹性材料本构模型,研究小曲率粘弹性索在窄带随机激励作用下的非线性随机稳定性及均方响应。首先建立小曲率粘弹性索数学模型;然后提出一种确定粘弹性索均方响应及概率渐近稳定性方法;给出了系统均方稳定对激励带宽、幅值、中心频率等要求;给出系统的稳定区域;最后讨论了材料粘性、波速比及介质阻尼对系统不稳定区域的影响。     

Prestress Losses in the Stabilizing Cables of a Composite Saddle-Shaped Cable Roof

The paper deals with a square composite saddle-shaped cable roof 30 × 30 m in the plan, which is formed by two orthogonal cable groups joined with a compliant support contour. The kinematic invariability of the roof is achieved by prestressing the cable net. From the viewpoint of material consumption, the cable roof has rational geometrical characteristics. A hybrid composite cable on the basis of CFRP, GFRP, and steel is considered as a material for contour cables. The load-carrying and the stabilizing cables are made of steel. Prestress losses in the stabilizing cables are determined for three variants of prestressing. The possibility of reducing the consumption of cable materials by prestressing each cable of the net by an individual force is revealed.     

Guo族约束流的经典Poisson结构、Lax表示、r-矩阵和Liouville可积性

基于伴随表示,通过引入Ｊａｃｏｂｉ－Ｏｓｔｒｏｇｒａｄｓｋｙ坐标,获得了Ｇｕｏ族约束流的Ｌａｘ表示,Ｐｏｉｓｓｏｎ结构和ｒ－矩阵,最后,借助Ｐｏｉｓｓｏｎ结构和ｒ－矩阵,说明了Ｇｕｏ族约束 是Ｌｉｏｕｖｉｌｌｅ可积的。     

Decreasing the Displacements of a Composite Saddle-Shaped Cable Roof

The structural possibilities of decreasing the compliance of a composite saddle-shaped cable roof having a compliant support contour are investigated. The use of a supporting contour consisting of cables joined together with tie-bars is considered as a structural method enabling one to decrease the compliance of the roof. Each cable of the support has its own initial flexure. The method is most efficient from the viewpoint of material consumption per unit of covered area relative to the increasing rigidity and prestress level of the cable net.The efficiency of the method was evaluated by a numerical experiment, which was carried out for a composite saddle-shaped cable roof 50 × 50 m in the plan. The roof was formed by two orthogonal cable groups joined with a compliant supporting contour. A hybrid composite cable based on a carbon-fiber-reinforced plastic, a glass-fiber-reinforced plastic, and steel was considered as a material for the cable net in combination with steel. The material consumption and the maximum vertical displacement of the cable net in relation to the initial geometrical characteristics of the supporting contour were obtained. A possibility of decreasing the maximum vertical displacements of the roof by 8% was established.     

Mathematical Modelling of Cable Stayed Bridges: Existence, Uniqueness, Continuous Dependence on Data, Homogenization of Cable Systems

A model of a cable stayed bridge is proposed. This model describes the behaviour of the center span, the part between pylons, hung on one row of cable stays. The existence, the uniqueness of a solution of a time independent problem and the continuous dependence on data are proved. The existence and the uniqueness of a solution of a linearized dynamic problem are proved. A homogenizing procedure making it possible to replace cables by a continuous system is proposed. A nonlinear dynamic problem connected with the homogenizing procedure is proposed and the existence and uniqueness of a solution are proved.     

实验设计法在电缆芯线优化中的应用

对设计因子的每个配置 ,随着均值的变大 ,方差也趋于增加 .田口的新噪比 [2 ] 是方差与均值平方成正比 .但实际上方差比均值的平方增加速度更快或更慢 .本文用稳定方差的变换去减少质量特性的变异 ,给出计算信噪比的新公式 ,并用在汽车点火儿电缆芯线生产过程 ,找到了对电缆芯线拉伸强度有显著影响的因子 ,确定了最佳工程条件 ,实践证明本方法计算方便 ,明显减少质量特性的变异 ,比文献 [1 ]、[2 ]给出的方法优越 .     

随机结构动力反应和可靠性分析

本研究随机动力荷载作用下随机结构反应有限元分析方法，提出了随机结构动力反应和基于随机抗力可靠性计算公式。     

Utilization of Composite Materials in Saddle-Shaped Cable Roofs

A saddle-shaped cable roof formed by two orthogonal groups of cables joined with a compliant support contour is considered. The kinematic invariability of the roof obtained by prestabilizing the cables makes it possible to avoid heavy slabs of reinforced concrete in the construction of roofs and to use light composite materials. The main geometric characteristics for a cable roof with CFRP load-carrying and contour cables and steel stabilizing cables are determined by a numerical experiment.     

Quantum Cable Equations in Terms of Generalized Operators

A quantum cable equation in the sense of generalized operators is introduced. The existence and uniqueness of solutions are established and the continuity and a Markov-like property of the solution are obtained.     

灰色系统理论在飞机操纵钢索磨损预测中的应用

钢索是软式飞行操纵系统的核心组成部件,其工作性能将直接影响飞机的飞行安全.因操纵钢索磨损问题具有典型的贫信息、小样本特点,采用灰色系统理论,建立钢索磨损量灰色预测模型,研究钢索随飞行小时数的磨损量灰色预测方法.实例分析和实际预测验证表明,灰色系统理论用于钢索磨损量预测是可行有效的.研究也有助于飞机维修从定检修理向视情维修转变.