基于三角滤波器的光纤光栅交叉敏感技术研究

光纤光栅传感器对温度、应变都具有敏感性。在作为应变传感器使用时,为了保证测量精度,利用FFP(fiber Fabry-Pérot)干涉仪反射谱的上升沿和下降沿设计了三角陷波器,实现了光纤光栅应变的单参数测量,有效地消除了温度的交叉敏感影响。该方法具有原理简单、易于实现等优点,在-20~70℃温度变化范围内,应变误差为±4×10-6,能够满足桥梁测量中对该参数的要求。     

带悬挂吊车的钢桁架结构设计

通过某企业集团装配厂房的设计实践,对设有吊车梁悬挂支座的钢桁架结构在吊车荷载作用下的内力分析、截面选择、节点设计、变形计算以及支撑布置等进行了介绍和探讨,提出了设计中应注意的关键问题及相应解决措施.     

Extending the Fatigue Life of Riveted Coped Stringer Connections

Fatigue cracking occurs at the copes of stringer–floorbeam connections of older, riveted steel bridges. Some cracks are quite long and raise serious questions regarding the remaining fatigue life of the subject bridges. Damage limitation methods (DLMs) have been used to increase the fatigue life of these stringers, but the effectiveness of the DLMs for these riveted connections had never been evaluated by tests. Therefore, tests were conducted to evaluate the fatigue life of coped, riveted stringer–floorbeam connections, and the effectiveness of DLMs. Fatigue cracks in the coped stringer–floorbeam connection were initially developed to establish crack initiation requirements and the rate and extent of crack growth. Once a significant crack was noted, one of several DLMs was applied, and the specimens were retested to determine the effectiveness of the DLM in controlling cracking. These DLMs included the drilled hole, the inserted bolt and the removed rivet methods. The relative effectiveness of the methods is described, and a design procedure is proposed for improving their performance.     

刚架拱桥及桁架拱桥的设计与受力特征分析

介绍了刚架拱桥及桁架拱桥在阜阳市的应用及其型式、构造、设计和受力特征分析     

线性随机智能桁架结构闭环动力响应

不仅压电智能桁架结构的阻尼、物理参数、几何尺寸具有随机性，而且外载荷幅信、闭环系统控制电压同时具有随机性时，利用振型迭加法导出了结构动力响应随机变量的数字特征计算表达式．算例表明文中所提出的动力响应分析模型和方法是合理可行的．     

预应力空间网架结构一次张拉计算法

反复张拉和反复调整预应力杆的内力是目前工程上常用的施工方法，该方法十分麻烦且费时费钱．为此提出了预应力空间网架结构一次张拉计算法，将逐次增加预应力杆的预应力值作为未知数，通过结构力学方法，建立预应力准则方程式并求解之；然后计算每次预应力时各预应力杆的控制值、后张预应力对先张预应力杆的影响值，以及网架结构杆件内力和节点变位，直至最后一次预应力时，得到各预应力杆的最终设计内力值及网架结构的内力和变位．采用本文方法对文中算例的计算结果说明，预应力杆的内力值在预应力张拉全过程中无须调整，可一次性完成预应力施加的操作过程．     

一种基于二维网格的自动视频对象分割及跟踪方法

提出了一种基于二维网格的自动视频对象分割及跟踪方法。该方法首先检测图像中的特征点，然后将特征点分为运动和静止两类，再提取、构造粗糙运动对象轮廓，再进一步得出较精确的运动对象边缘，最后跟踪分割出的运动对象，实验证实算法是有效的。     

Optimization of practical trusses with constraints on eigenfrequencies, displacements, stresses, and buckling

In this paper we consider the optimization of general 3D truss structures. The design variables are the cross-sections of the truss bars together with the joint coordinates, and are considered to be continuous variables. Using these design variables we simultaneously carry out size optimization (areas) and shape optimization (joint positions). Topology optimization (removal and introduction of bars) is only considered in the sense that bars of minimum cross-sectional area will have a negligible influence on the performance of the structure. The structures are subjected to multiple load cases and the objective of the optimizations is minimum mass with constraints on (possibly multiple) eigenfrequencies, displacements, and stresses. For the case of stress constraints, we deal differently with tensile and compressive stresses, for which we control buckling on the element level. The stress constraints are imposed in correlation with industrial standards, to make the optimized designs valuable from a practical point of view. The optimization problem is solved using SLP (Sequential Linear Programming).     

GRID转换为TIN的选点算法

GRID和TIN是GIS的两种重要的数据表示方式。该文设计了一种新的GRID转换为TIN的过程中点的选取算法。该算法根据Delaunay三角形的特点，分别从平面、横向、纵向3个方面进行判断选取适当的点。在判断过程中，采用“回溯”的方法，尽量减少生成TIN的点，通过实验验证，与ARC/INFO系统相比，对同样的GRID格式文件转换为TIN格式时选取的点更少，从而大大减少了数据冗余。     

重载轻型桁架斜拉式组合挂篮的研究

主要介绍了重载轻型桁架斜拉式组合挂篮的结构形式、特点，分析了其计算模型，并通过工程算例的验证，表明了该种挂篮结构合理、构思独特．与其它结构形式的挂篮相比，它受力较为均匀、节省材料、减轻自重，是一种较为理想的新型挂篮结构，有实际应用价值．