The ‘Stained Glass Procedure’, a new method to compare classification performance of images acquired with different pixel sizes     

E.A. Addink  J.G.P.W. Clevers  S.M. de Jong  G.F. Epema  F.D. van der Meer  A.K. Skidmore  W.H. Bakker 《International Journal of Applied Earth Observation and Geoinformation》2006,8(4):237-245

Objective comparison of classification performance of earth observation images, acquired at different spatial resolutions (e.g. NOAA-AVHRR, IRS-MOS, IRS-WiFS, Landsat-TM, IRS-LISS), is complicated because both class definition and training site selection are hampered by the inherent scale differences. This paper presents a new, generic method to compare the information content of such a set of images, the “Stained Glass Procedure”. It overcomes the stated problems by computing the scale-dependent, internal spectral variation in an image and by using this as an indicator for land cover information. The Stained Glass Procedure creates segments in the images and calculates the internal spectral variation in a high-spatial-resolution image for each segment. For each image from the set the average variance, weighted to area, is calculated. The Stained Glass Procedure can be used to predict the performance of sensors that are not available, yet, or to roughly determine the optimal spatial resolution for the classification of a specific area.The procedure was applied to images with pixel sizes ranging from 23 to 1100 m. Classification detail of Envisat-MERIS (300 m pixel size), not included in the image set, could be predicted accurately using the Stained Glass Procedure.The Stained Glass Procedure applies one procedure to all images, without any subjective decision during the analysis, thus offering a method to compare images with different pixel sizes in terms of classification detail that is truly objective.  相似文献   

基于能量分析的地震损伤性能评估   总被引：7，自引：0，他引：7  

瞿岳前  梁兴文  田野 《世界地震工程》2006,22(1):109-114

结合能量分析法和文献[1]提出的钢筋混凝土框架结构“三水准”地震损伤性能目标,采用改进的双参数线性组合地震损伤模型,本文提出了基于能量分析的地震损伤性能评估方法;通过算例说明了本文提出的抗震性能评估方法不仅能够准确地分析结构在大震作用下的地震损伤性能,而且思路简洁、计算方便、可用于结构抗震性能评估;另外,本文提出的地震损伤模型具有较强的灵活性,可适用于不同钢筋混凝土构件和结构的抗震性能评估。  相似文献   

内藏X形软钢板铅复合耗能器的力学性能及减震分析   总被引：1，自引：0，他引：1  

卢智成  曹万林  王敏  张建伟  常卫华 《世界地震工程》2006,22(4):13-17

在内藏X形软钢板铅复合耗能器和软钢耗能器低周反复荷载试验研究基础上,进行了理论分析,理论计算滞回曲线与实测滞回曲线吻合较好。建议了恢复力模型。将内藏X形软钢板铅复合耗能器应用到了悬挂减震结构中,进行了地震反应时程计算分析,计算结果表明,装有内藏X形软钢板铅复合耗能器的结构具有良好的减震性能。  相似文献   

Integration of transfer function model and back propagation neural network for forecasting storm sewer flow in Taipei metropolis     

Chih-Chiang Lu  Chu-Hui Chen  Tian-Chyi J. Yeh  Cheng-Mau Wu  I-Fang Yau 《Stochastic Environmental Research and Risk Assessment (SERRA)》2006,20(1-2):6-22

Typhoons and storms have often brought heavy rainfalls and induced floods that have frequently caused severe damage and loss of life in Taiwan. Our ability to predict sewer discharge and forecast floods in advance during storm seasons plays an important role in flood warning and flood hazard mitigation. In this paper, we develop an integrated model (TFMBPN) for forecasting sewer discharge that combines two traditional models: a transfer function model and a back propagation neural network. We evaluated the integrated model and the two traditional models by applying them to a sewer system of Taipei metropolis during three past typhoon events (NARI, SINLAKU, and NAKR). The performances of the models were evaluated by using predictions of a total of 6 h of sewer flow stages, and six different evaluation indices of the predictions. Finally, an overall performance index was determined to assess the overall performance of each model. Based on these evaluation indices, our analysis shows that TFMBNP yields accurate results that surpass the two traditional models. Thus, TFMBNP appears to be a promising tool for flood forecasting for the Taipei metropolis sewer system. For publication in Stochastic Environmental Research and Risk Analysis.  相似文献   

蒙脱石层电荷与有机改性蒙脱石凝胶性能关系研究   总被引：2，自引：2，他引：2  

邱俊  陈平  张言贵  吕宪俊 《矿物岩石》2007,27(1):36-39

利用自然沉降法提取了山东两不同产地膨润土中的钙基蒙脱石矿物M1和M2,利用结构式推算法计算了两提纯蒙脱石的层电荷:M1单位半晶胞的层电荷为0.38,M2单位半晶胞的层电荷为0.59;利用十八烷基三甲基氯化铵对蒙脱石进行有机改性,并对有机蒙脱石凝胶性能和层电荷的相关关系进行研究。研究发现:蒙脱石单位半晶胞的层电荷越低,在水中的分散性越好,越有利于十八烷基三甲基铵阳离子的插层,相应有机改性蒙脱石在二甲苯和乙醇体系中的凝胶性能越好(如M1);蒙脱石单位半晶胞的层电荷越高,在水中的分散性越差,越不利于十八烷基三甲基铵阳离子的插层,相应有机改性蒙脱石产品的凝胶性能较差(如M2)。  相似文献   

河北省数字地震台网子台地动噪声分析   总被引：4，自引：0，他引：4  

孙晴  张新东  张双凤  闫俊岗 《华北地震科学》2007,25(2):51-54

通过对河北省数字遥测地震台网子台地动噪声分析,各个子台的台址环境和观测仪器的性能基本优良,能够适应宽频带地震观测要求。由于子台受当地经济发展、城市规模扩大以及交通建设等影响,部分台址观测条件受到影响。可以有针对性地对部分台站进行环境改造,为地震监测预报创造更好条件。  相似文献   

光学探生仪研制     

彭晋川  陈维锋  谢德林  郭勇  曹型勇  秦军 《四川地震》2007,(3):13-17

光学探生仪主要用于在地震等灾害造成的残垣断壁中快速、准确地寻找被困人员。因此,在研制光学探生仪时,必须充分考虑灾害救助现场的恶劣工作条件和对仪器的特殊要求。本文首先简要介绍了光学探生仪研究的有关情况,然后对光学探生仪主要部件的设计、选型和实验进行了详细研究,探讨研制先进、实用的光学探生仪的途径。这对我国探生仪研制工作具有借鉴意义。  相似文献   

改善钢筋混凝土短柱抗震性能的研究     

宋义平  曹万林  张建伟  王新杰  范燕飞  王志惠 《世界地震工程》2007,23(1):17-20

简要介绍了改善钢筋混凝土短柱抗震性能的若干措施。为进一步提高短柱的抗震性能，本文提出了内藏“斜向劲性核心束”矩形截面混凝土短柱，并进行了7根短柱的抗震性能试验研究，试验表明，内藏“斜向劲性核心束”矩形截面混凝土短柱比普通矩形截面短柱的抗震性能显著提高。  相似文献   

非线性粘滞阻尼器消能结构设计方法探讨   总被引：2，自引：0，他引：2  

蒋通  贺磊 《世界地震工程》2007,23(1):134-140

在建立非线形粘滞阻尼器消能结构性能曲线的基础上，建议了依据减震性能目标确定阻尼器参数的概略设计方法。提出了多自由度非线性粘滞阻尼器消能结构的等效阻尼比计算公式。在此基础上建议了适用于多自由度非线性粘滞阻尼器消能结构地震反应预测的模态叠加法，方法与时程分析结果对比吻合良好。为使各层阻尼器参数更好地满足减震性能要求，提出了将概略设计得到的层阻尼器参数依据减振性能目标进行调整的方法。  相似文献   

数字化水位仪漏电干扰因素的分析与排除     

马建英  刘学领 《地震地磁观测与研究》2007,28(2):78-79

主要针对数字化水位仪在运行过程中产生的漏电干扰进行了分析,并结合实际情况提出了具体有效的解决方案.  相似文献