排序方式: 共有12条查询结果,搜索用时 15 毫秒
1.
付云洁 《测绘与空间地理信息》2013,(9)
在遥感影像拼接过程中,需要一种技术能够使拼接缝处的灰度(或颜色)有一个光滑过渡,不产生突变效应。本文提出了基于余弦曲线的加权平均算法,使得接缝线处的过渡更为平滑,实现了影像的无缝拼接。 相似文献
2.
3.
设计了数值分析预报产品的拼合图制作系统。该系统是在原地面传输网络上的格点资料绘图系统基础上制作的,对原系统进行了一系列改进。属于MICAPS系统的二次开发内容之一。 相似文献
4.
5.
6.
7.
A refined probabilistic assessment of seismic demands and fracture capacity of welded column splice (WCS) connections in welded steel moment resisting frames (WSMRFs) is presented. Seismic demand assessment is performed through cloud-based nonlinear time history analysis (NLTHA) for two case-study structures, i.e., a 4- and a 20- story WSMRFs. Results from NLTHA are used to derive fracture fragility of WCS connections. To this aim, the study investigates (1) optimal ground-motion intensity measures for conditioning probabilistic seismic demand models in terms of global (i.e., maximum inter-story drift ratio) and local (i.e., peak tensile stress in the flange of WCSs) engineering demand parameters of WSMRFs; (2) the effect of ground-motion vertical components on the longitudinal flange stress of WCS connections and their resulting fracture fragility; and (3) the effect of WCS capacity uncertainties on the fracture fragility estimates of those connections. For the latter case, an advanced finite element fracture mechanics-based approach proposed by the authors is employed to capture aleatory and epistemic uncertainties affecting fracture capacities. The focus is on pre-Northridge WCS connections featuring partial joint penetration and brittle materials, making them highly vulnerable to seismic fracture. Fracture fragility results for the case-study structures are compared and discussed, highlighting the importance of the considered issues on fragility estimates, particularly in the case of high-rise structures. Findings from the study contribute shedding some light on the influence of seismic demand and capacity uncertainties on the assessment of fracture fragility of WCS connections. These findings can guide similar performance-based assessment exercises for WSMRFs to inform, for instance, the planning and design of retrofitting strategies for those vulnerable connections. 相似文献
8.
黄军胜 《测绘与空间地理信息》2020,(1):202-204,208
无人机影像在获取和拼接过程中,会有多种因素造成拼接缝。本文对影像拼接缝的特征进行了研究,并利用对应像素直接平均法和加权平均法对实验选取的拼接缝进行了处理比较,结果显示,基于直接平均法融合结果的两条拼接线虽然有所弱化,但肉眼仍然可见;使用加权平均法融合结果较好,但二者均存在重叠区域模糊的现象。 相似文献
9.
10.
钢框架带悬臂梁拼接节点的抗水平地表变形试验研究 总被引:1,自引:0,他引:1
以单层单跨带悬臂梁段拼接钢框架为研究对象,通过地表变形的物理相似模拟试验,研究了钢框架带悬臂梁段拼接节点在地表水平变形作用下的附加应力和变形规律。主要研究在水平拉伸和水平压缩作用下,拼接节点处腹板拼接板和上下翼缘拼接板内产生的附加内力及变形曲线,分析了上下翼缘拼接板和腹板拼接板中间位置点的变形值随着试验加载值的增加而变化的原因。研究结果表明:地表水平拉伸作用最为不利;拼接节点虽会产生附加变形,但在很大程度上仍处于弹性阶段,卸栽后可以恢复,表现出良好的抗变形性能。最后给出建议:在地表变形地区新建或加固改造钢结构建构筑物时,采用钢框架带悬臂梁段高强螺栓拼接连接,可以很好地吸收变形能。 相似文献