结合改进角点检测的优化核相关滤波方法

通常,核相关滤波（KCF）算法易受遮挡等实际检测情况的影响。为使跟踪结果更为准确,提出了结合改进角点检测的优化核相关滤波方法。由自适应Harris角点数量适宜且鲁棒性强的特点,解决了广义霍夫算法提取冗余边缘点速度慢,以及因光照变化导致的边缘点提取不完整的问题。同时,自适应阈值法的引入将噪声对角点提取的影响降为最低。将目标分块并对每一目标子块单独跟踪,由子块间相对位置解决KCF算法在尺度发生变化时目标易丢失的问题。此外,对学习率参数进行了自适应更新,降低了KCF算法的学习率,减少了在目标被遮挡时的模型更新误差。结合交并比与匈牙利算法关联多个目标,逐一取出对应坐标并由广义霍夫算法描绘的目标轮廓得出最终位置,抑制了目标快速运动时KCF算法的漂移现象。实验表明,所提方法有效提高了目标跟踪的可靠性。     

基于生成对抗网络的图像清晰度提升方法

视频监控、军事目标识别以及消费型摄影等众多领域对图像清晰度有很高的要求.近年来,深度神经网络在视觉和定量评估的应用研究中取得较大进展,但是其结果一般缺乏图像纹理的细节,边缘过度平滑,给人一种模糊的视觉体验.本文提出了一种基于生成对抗网络的图像清晰度提升方法.为了更好的传递图像的细节信息,采用改进的残差块和跳跃连接作为生成网络的主体架构,生成器损失函数除了对抗损失,还包括内容损失、感知损失和纹理损失.在DIV2K数据集上的实验表明,该方法在提升图像清晰度方面有较好的视觉体验和定量评估.     

黄土垂直和构造节理的几何差异性及拓扑学研究

黄土节理是地下水的赋存场所和运移通道,它们使土体破碎进而影响稳定性和强度,是各类地质灾害的构造基础,准确分析其发育特点和展布规律,是理解黄土频发灾害的关键步骤。通过现场调查、数理统计和拓扑分析,对陇西地区黄土进行系统研究。结果表明:①陇西地区主要发育优势走向为NNW、NWW和NE向的构造节理,这是受区域内走滑断裂带和逆倾滑断裂带影响的结果;②构造节理优势组的产状服从高斯正态分布,倾角多为60°~80°,垂直节理的产状随机分布、离散型较强;③2种节理的平均间距均较宽,张开度属“开裂”范围,延续性中等,但垂直节理的间距分布范围更集中,构造节理的张开度相比更小;④拓扑分析显示I型节点占主导,节理延伸过程易被中断,分支比处于3以下的低水平,该方法能更简单、直观地描述连通性。研究结果可以为新构造应力场恢复、掌握黄土节理发育基本规律、节理网络数值建模等提供基础数据。     

高强钢筋高韧性混凝土框架中节点抗震性能试验研究

对4个高强钢筋高韧性混凝土框架中节点进行低周往复加载试验,对比不同范围采用高韧性混凝土进行增强的节点与同条件下未增强的节点的承载能力、变形能力、滞回特性、刚度退化、耗能能力等抗震性能指标。结果表明,在节点中采用高韧性混凝土进行增强,可以改善节点破坏形态,提高试件的承载能力和变形能力,提高构件的抗震性能,由节点核心区延伸至1倍有效梁高范围内采用高韧性混凝土进行增强的节点对变形性能、刚度退化、延性和耗能能力增强效果最佳。     

Numerical simulations of failure behavior around a circular opening in a non-persistently jointed rock mass under biaxial compression

Pre-existing discontinuities change the mechanical properties of rock masses,and further influence failure behavior around an underground opening.In present study,the failure behavior in both Inner and Outer zones around a circular opening in a non-persistently jointed rock mass under biaxial compression was investigated through numerical simulations.First,the micro parameters of the PFC^3D model were carefully calibrated using the macro mechanical properties determined in physical experiments implemented on jointed rock models.Then,a parametrical study was undertaken of the effect of stress condition,joint dip angle and joint persistency.Under low initial stress,the confining stress improves the mechanical behavior of the surrounding rock masses;while under high initial stress,the surrounding rock mass failed immediately following excavation.At small dip angles the cracks around the circular opening developed generally outwards in a step-path failure pattern;whereas,at high dip angles the surrounding rock mass failed in an instantaneous intact rock failure pattern.Moreover,the stability of the rock mass around the circular opening deteriorated significantly with increasing joint persistency.     

Prying Force Calculation and Design Method for T-shaped Tensile Connector with High Strength Bolt

In order to establish the design method for T-shaped tensile connector with high strength bolt,the theoretical analysis is carried out. Firstly,it analyzes the performance of the connector and establishes prying force calculation model. Based on the model,prying force equation and function between bolt prying force and flange thickness is derived,and the min and max thickness requirement of flange plate under a certain tension load is then obtained. Finally,two simplified design methods of the connector are proposed,which are bolt pulling capacity method and flange plate bending capacity method.     

Seismic Behaviour of Beam-Column Joints of Precast and Partial Steel Reinforced Concrete

A beam-column joint of precast and partial steel reinforced concrete( PPSRC) is proposed for precast reinforced concrete frames. The PPSRC consists of partial steel and reinforced concrete. The partial steel is located in the core joint region and the connections between concrete members. This paper presents an experimental study of a series of PPSRC specimens. These specimens are tested under low cyclic loading.Experimental results demonstrate that the bearing capacity of the PPSRC specimens is 3 times that of the ordinary reinforced concrete( RC) beam-column joints. The strength and stiffness degradation rates are slower compared with that of the RC beam-column joints. In addition,the strength of the core joint region and the connections is higher than other parts of the PPSRC specimens. Beam failure occurs firstly for the PPSRC specimens,followed by column failure and connections failure. The failure of the core joint region occurs finally.Test results show that the seismic performance of the PPSRC is better than that of the ordinary RC beam-column joints.     

高层建筑地下室的后浇带和墙体施工缝构造措施研究

以吉林省延吉市某小区高层建筑框架结构工程为实例,对地下室后浇带和墙体水平施工缝的施工提出了新的构造措施:后浇带两侧采用由钢板网和钢筋骨架组成的模板,并且在其之间设置钢筋作为水平支撑,同时用钢板止水带止水的方法;水平施工缝采用钢板止水带止水、开口箍筋定位的方法.工程实践表明,施工质量符合现行规范验收标准,可为类似工程提供借鉴.     

Effects of laser heat treatment on the fracture morphologies of X80 pipeline steel welded joints by stress corrosion

The surfaces of X80 pipeline steel welded joints were processed with a CO2 laser, and the effects of laser heat treatment （LHT） on H2S stress corrosion in the National Association of Corrosion Engineers （NACE） solution were analyzed by a slow strain rate test. The fracture morphologies and chemical components of corrosive products before and after LHT were analyzed by scanning electron microscopy and energy-dispersive spectroscopy, respectively, and the mechanism of LHT on stress corrosion cracking was discussed. Results showed that the fracture for welded joints was brittle in its original state, while it was transformed to a ductile fracture after LHT. The tendencies of hydrogen-induced corrosion were reduced, and the stress corrosion sensitivity index decreased from 35.2% to 25.3%, indicating that the stress corrosion resistance of X80 pipeline steel welded joints has been improved by LHT.     

Influence of seismic input on response of Baihetan arch dam

The dynamic responses of the arch dam including dam-foundation-storage capacity of water system, using two different earthquake input models, i.e. viscous-spring artificial boundary （AB） condition and massless foundation （MF）, were studied and analyzed for the 269 m high Baihetan arch dam under construction in China. By using different input models, the stress and opening of contraction joints （OCJs） of arch dam under strong shock were taken into consideration. The results show that the earthquake input models have slight influence on the responses including earthquake stresses and openings of contraction joints in different extents.