扣件式模板支架立杆的计算长度系数取值研究

针对模板支架扣件连接节点的半刚性特点,对直角扣件抗扭刚度进行试验研究,得到初始扭转刚度Rk与直角扣件螺栓拧紧力矩T的关系式和在螺栓拧紧力矩T=40 N.m时,模板支架节点M-θ的二参数对数非线性模型。提出模板支架计算长度系数应考虑节点半刚性并基于有侧移框架理论进行计算,将得到的结果与整架稳定承载力试验得到的计算长度系数相对比,得出考虑节点半刚性按照有侧移框架理论对模板支架进行设计是安全合理的,为相关规范(规程)的制定打下良好的理论基础。     

钢框架非比例损伤识别

提出能够鉴别损伤位置和截面损伤严重程度的钢框架非比例破坏监测方法。所提出的方法由两部分组成,一是损伤识别,二是损伤严重程度分析。损伤识别和严重程度分析均以结构动力性质的变化作为损伤的判据,以此来确定损伤位置和严重程度。所提方法中损伤判别的重要特点是能够在损伤严重程度分析之前,精确地区分不同的损伤区域。与整个结构尺寸相比,损伤区域相对较小,因此,确定损伤严重程度的计算量更小。检测方法的另一个特点是有些特征值或振型对噪声相对不敏感。采用所提检测方法对几个框架进行验证,结果表明,该方法能够成功地检测及量化截面的损伤。     

浅谈转换层高层结构设计

以转换层结构的实际工程为例,依据现行规范分析了带转换层的结构方案布置、计算结果和构造措施,并给读者提出设计建议,以期指导施工实践。     

天津文化中心图书馆复杂钢框架体系安装技术

天津文化中心图书馆采用了全新的设计理念,实现了超大共享空间、低层阶梯状的平台与上部大跨度连廊以及大尺度悬挑形成的方格造型。结构设计必须采用不对称的框架-支撑结构体系,这种结构体系在国内的钢结构设计中尚属首次,主要特点为:存在楼板开大洞、扭转不规则、侧向刚度不规则、竖向构件不连续以及大跨度、大悬挑桁架等。施工过程中综合使用了"结构补偿、施工方案虚拟技术、多级荷载转换施工技术、工程施工全程实时监控技术",有效地控制了钢结构安装过程中出现的应力与应变,结构安装精度达到了国家规范与设计要求。     

An Annotated Bibliography on Methods for Non-linear least Squares Computations Including Test Problems

An optimal inspection policy will inspect either every item produced or no item when (a) product characteristics are well modeled as iid and (b) overall inspection cost is a sum of individually and identically determined costs for each of the items encountered. This result is widlsly known for special cases such as iid Bernoulli product characteristics with single-sample lot acceptance-sampling plans. We show that the result holds true much more generally and over a much wider class of inspection plans, even when independent inspection errors are possible. We examine the assumptions that lead to all-or-none optimality and discuss the practil:al meaning of all-or-none results to practitioners. Examples are given to demonstrate that both “other” cost structures and “informative” inspections (i.e., lack of independence) can lead to optimal policies that are not of the all-or-none type.     

Temporal segmentation and assignment of successive actions in a long-term video

Temporal segmentation of successive actions in a long-term video sequence has been a long-standing problem in computer vision. In this paper, we exploit a novel learning-based framework. Given a video sequence, only a few characteristic frames are selected by the proposed selection algorithm, and then the likelihood to trained models is calculated in a pair-wise way, and finally segmentation is obtained as the optimal model sequence to realize the maximum likelihood. The average accuracy on IXMAS dataset reached to 80.5% at frame level, using only 16.5% of all frames in computation time of 1.57 s per video which has 1160 frames on the average.     

Anholonomic frames in constrained dynamics

We demonstrate the usefulness of anholonomic frames in the contexts of nonholonomic and vakonomic systems. We take a consistently differential-geometric approach. As an application, we investigate the conditions under which the dynamics of the two systems will be consistent. A few illustrative examples confirm the results.     

Evaluation of wind load integration in disproportionate collapse analysis of steel moment frames for column loss

The design of steel structures, in most cases, depends majorly on the level of wind loads which are prescribed by codes and regulations and are used in the structural analysis due to the fact that steel structures being light and ductile systems are strongly affected from a slight difference in the values of wind loading. During the last decades, disproportionate collapse analysis has become of major interest mainly due to the increasing number of failures occurring in that pattern. Commonly accepted guidelines and methods of analysis have been produced, the most dominating of which being the Department of Defense Facilities criteria or DoD. In the DoD, as well as in other criteria, the event of a column loss is suggested as the modeling scenario which has to be sustained by a structural system in order to be robust. However, all the guidelines so far have disconnected the column loss analysis from wind loads and have only performed it for gravity loading. This paper presents the dynamic time history disproportionate collapse analysis of steel frames, including various levels of wind loading. Interesting aspects are discussed through the parametric analysis of five different numerical examples of moment resisting frames.     

Mental space travel: Damage to posterior parietal cortex prevents egocentric navigation and reexperiencing of remote spatial memories.

The ability to navigate in a familiar environment depends on both an intact mental representation of allocentric spatial information and the integrity of systems supporting complementary egocentric representations. Although the hippocampus has been implicated in learning new allocentric spatial information, converging evidence suggests that the posterior parietal cortex (PPC) might support egocentric representations. To date, however, few studies have examined long-standing egocentric representations of environments learned long ago. Here we tested 7 patients with focal lesions in PPC and 12 normal controls in remote spatial memory tasks, including 2 tasks reportedly reliant on allocentric representations (distance and proximity judgments) and 2 tasks reportedly reliant on egocentric representations (landmark sequencing and route navigation; see Rosenbaum, Ziegler, Winocur, Grady, & Moscovitch, 2004). Patients were unimpaired in distance and proximity judgments. In contrast, they all failed in route navigation, and left-lesioned patients also showed marginally impaired performance in landmark sequencing. Patients' subjective experience associated with navigation was impoverished and disembodied compared with that of the controls. These results suggest that PPC is crucial for accessing remote spatial memories within an egocentric reference frame that enables both navigation and reexperiencing. Additionally, PPC was found to be necessary to implement specific aspects of allocentric navigation with high demands on spontaneous retrieval. (PsycINFO Database Record (c) 2010 APA, all rights reserved)     

一种GSM基站中的串话检测方案

串话现象是移动通信中较常见的故障现象之一。本文就串话现象及其原因进行分析,提出在基站子系统传输的语音帧中加入测试比特位的方案,根据测试前后测试比特位的比较,达到检测基站是否产生串话现象的目的。