基于双分支卷积神经网络的SAR与多光谱图像融合实验

针对合成孔径雷达(Synthetic Aperture Radar,SAR)和多光谱(Multi-Spectral,MS)融合图像中存在的空间细节模糊和颜色失真问题,该文兼顾光谱监督和空间细节监督,设计光谱损失函数和空间细节损失函数,提出一种基于双分支卷积神经网络(Convolution Neural Network,CNN)的SAR和MS图像融合算法。该算法网络框架包含光谱保持和细节提升两个分支:光谱保持分支通过上采样MS图像连接到网络的输出,直接将光谱信息传递到融合图像中;细节提升分支对SAR和MS图像通过高通滤波提取高频细节信息,然后应用CNN对细节信息进行特征提取、特征融合及重建,最后将重建的细节信息叠加到上采样的MS图像,得到融合结果。以哨兵-1B GRD级别的SAR图像和Landsat8卫星多光谱图像为实验数据,通过与传统融合算法和深度学习算法RSIFNN进行对比,结果表明,该文算法在定性和定量评价方面效果更好,能够在保持光谱信息的基础上增强多光谱图像的空间细节信息,有利于后续地物分类和目标识别等工作的开展。     

智慧城市云平台中地下管线系统模块设计

随着互联网技术支撑的实时以及动态的大数据时代的来临,智慧城市的发展面临新的问题。城市智慧管线系统是智慧城市不可或缺的重要组成部分,其系统在传统平台的网络硬件支撑、数据支撑、服务支撑、应用及用户各个逻辑层面上,必须有新的技术手段应用和对传统技术的升级及替代。     

基于卷积神经网络的地震波形智能识别研究

随着世界上多个国家和地区的地震预警系统投入运行,误报和漏报等问题逐渐突显,特别是将标定以及强干扰波形误识别为大震事件,快速、精确地区分地震与其他波形是一个难题。针对于此,该研究提出了基于卷积神经网络地震波形智能识别方法。首先收集并处理了2012—2017年中国境内福建以及周边邻省共683个地震和478个爆破事件,并对这些样本筛选、截取和基线校正等预处理,共得到了27 500条三通道波形。在此基础上,构建了3 s波形输入的卷积神经网络模型(SW-CNN)。结果表明：模型对地震、噪声、爆破和异常波形的识别率分别为97.9、99、99.2和99.3%。相比于人工手动分类识别,该模型更省时和更稳定,为地震预警目前所面临的问题提供了一个新的解决方法。     

Experimental study of deformable connection consisting of buckling‐restrained brace and rubber bearings to connect floor system to lateral force resisting system

This paper presents experimental and numerical studies of a full‐scale deformable connection used to connect the floor system of the flexible gravity load resisting system to the stiff lateral force resisting system (LFRS) of an earthquake‐resistant building. The purpose of the deformable connection is to limit the earthquake‐induced horizontal inertia force transferred from the floor system to the LFRS and, thereby, to reduce the horizontal floor accelerations and the forces in the LFRS. The deformable connection that was studied consists of a buckling‐restrained brace (BRB) and steel‐reinforced laminated low‐damping rubber bearings (RB). The test results show that the force–deformation responses of the connection are stable, and the dynamic force responses are larger than the quasi‐static force responses. The BRB+RB force–deformation response depends mainly on the BRB response. A detailed discussion of the BRB experimental force–deformation response is presented. The experimental results show that the maximum plastic deformation range controls the isotropic hardening of the BRB. The hardened BRB force–deformation responses are used to calculate the overstrength adjustment factors. Details and limitations of a validated, accurate model for the connection force–deformation response are presented. Numerical simulation results for a 12‐story reinforced concrete wall building with deformable connections show the effects of including the RB in the deformable connection and the effect of modeling the BRB isotropic hardening on the building seismic response. Copyright © 2016 John Wiley & Sons, Ltd.     

An integrated macroelement formulation for the dynamic response of inelastic deformable rocking bodies

This paper presents a macroelement formulation for the prediction of the planar dynamic response of inelastic deformable rocking bodies. The formulation is based on a previous macroelement developed by the authors able to describe the cyclic response of inelastic rocking bodies, which takes into account the deformability both along the height of the member, as well as near the rocking end. Modifications of this formulation to account for other motion modes of rocking members during their dynamic response, namely, sliding and upthrow, as well as modifications to account for damping in a uniform manner during the whole motion, including impacts, are introduced. The dynamic response predicted by the macroelement for free-standing rigid and deformable rocking bodies is presented and compared with existing theoretical solutions, and the effect of deformability, damping, inelasticity, and friction on the response is discussed.     

基于可视化遥感的地震大区域灾情收集系统

地震现场与一般灾害现场不同,其受灾区域较大,常规的基于遥感信息进行灾情收集时,采集信息零散混乱无法形成可视化直观分析结果。为解决该问题,设计基于可视化遥感技术的地震大区域灾情收集系统,利用遥感信息采集大区域的优势,配合设计网络通信层、数据收集层、数据库层、GIS遥感平台层和应用层组成的系统硬件,采用GIS三维重构技术,对灾情进行可视化呈现。实验结果说明,系统最长响应时间为1.857 s,最大CPU占用率和消耗分别是80.8%和1 656 MB,信息可视化重现程度高。     

‘Bond cycles’ recorded in terrestrial Pleistocene sediments of southwestern British Columbia,Canada

Recent data from exposures of terrestrial Pleistocene sediments in the Fraser Lowland of southwestern British Columbia reveal at least two ‘Bond cycles’ within Oxygen Isotope Stage 2. The maximum of the Coquitlam Stade coincides with the timing of Heinrich event H2, the Port Moody Interstade with Dansgaard–Oeschger (D–O) interstade 2, the maximum of the Vashon Stade with H1, and the Fort Langley interval with D–O interstade 1. The Sumas Stade apparently preceded H0 (Younger Dryas) but could have been in response to the same climatic signal. The timing of Sumas advances may be explained by a combination of glacio-isostatic rebound, destabilisation of the ice margin, and rapid movement over a short distance on soft muddy beds of a rising sea floor, thereby leading the timing of North Atlantic events by hundreds of years. In contrast, Coquitlam and Vashon advances were mainly over permeable glaciofluvial sediments and because of this their maxima probably did not precede the timing of H2 and H1. The Port Moody Interstade coincided with the global Last Glacial Maximum, due in part to the moderating effect of moist summer storms in a southward-shifted jet stream that influenced the Fraser Lowland at that time. Copyright © 1999 John Wiley & Sons, Ltd.     

陕西周至地电台地电阻率年变特征分析

本文基于测深反演结果, 通过数值模拟定性分析了地下水位和降雨对周至地电台地电阻率观测的影响; 同时利用褶积算法定量分析了降雨对该台NS向和NE向地电阻率观测的短期影响和长趋势影响.结果表明, 周至地电台地电阻率年变主要由地表薄层介质电阻率季节变化引起, 受地下水位变化影响不明显. 降雨对NS向和NE向地电阻率观测值的影响在短期内与观测结果一致, 表现为增加; 但长期趋势则与观测结果呈负相关关系.根据数值模拟分析认为, 这种变化与降雨及其渗透深度有关.分析结果与实际观测结果一致, 为正确认识周至地电台地电阻率观测与异常判定提供合理的理论依据.      

面向对象的三维动态实物模型建模技术

总结了面向对象三维建模思想,对模型的组成、结构和框架进行了详细的分析,提出了面向对象的三维动态模型的概念,并建立了模型的数据构成方式,还在此基础上对此结构进行了简化,对由此数据结构产生的文件进行了深入系统的剖析,并给出了实验系统的演示效果.