沸石基质中CdS团簇的Raman光谱及量子尺寸效应     

王安平  于洪林  姚杰 《吉林大学学报(地球科学版)》2004,34(1):158-160

采用具有不同孔隙尺寸的沸石为基质约束CdS团簇的大小.通过测定Raman光谱观察到随着CdS团簇尺寸减小,Raman光谱中LO声子振动频率略向低频方向移动.利用二级LO声子的振动强度与一级LO声子的振动强度之比(2LO/LO),研究团簇电-声子耦合强弱的结果表明,随着团簇尺寸减小,电-声子耦合增强.  相似文献   

基于多元参照光谱的SAM岩性划分方法     

帅爽  张志  王少军  陈安 《地球信息科学学报》2016,18(1):133-140

光谱角制图（SAM）是一种光谱匹配方法,通过量化目标地物光谱与已知参照光谱的相似程度来判断目标地物的类型,广泛应用于多光谱遥感岩性识别。目前,岩石单元训练区内像元的均值光谱,往往作为代表该岩石单元的参照光谱来进行光谱角制图,而使用均值光谱作为参照光谱库的方法,并未考虑岩石单元内部固有的光谱差异性,很大程度上影响了SAM分类效果。为了消除SAM岩性划分时岩石单元内部的光谱差异的影响,本文采用了一种多元参照光谱的SAM岩性划分方法。首先,依据研究区已有地质资料和Landsat-8影像特征,选定各类岩石单元训练区;接着进行各岩石单元训练区内部像元的光谱差异性分析,和各训练区之间的样本可分离性分析,分别使用均值参照光谱库的SAM方法和多元参照光谱库的SAM方法对研究区Landsat-8影像进行了岩性划分实验。研究结果表明,多元参照光谱库的SAM岩性分类方法很好地改善了岩石单元内部光谱差异性对均值参照光谱库的SAM岩性分类方法的影响,分类精度显著提高。  相似文献   

基于Hapke辐射传输模型的月壤光谱模拟     

赵哲  周萍  闫柏琨  王喆 《地学前缘》2016,23(3):266-278

由于月球采样点较少,月壤真实数据稀缺,限制了对月球科学问题的进一步研究。较全面系统地采集月壤样品在近期很难完成,开展月壤光谱模拟工作是月壤实测光谱的必要有益补充,可以为研究月壤光谱特征提供大量数据。基于Hapke模型,我们选取RELAB光谱库的斜长石、单斜辉石、斜方辉石、橄榄石、单质铁、钛铁矿、火山玻璃、熔融玻璃等典型月壤矿物,运用牛顿插值和最小二乘优化的方法,模拟了LSCC月壤数据的一定粒径、单质铁含量、观测条件及矿物混合比例下的混合光谱。模拟光谱与实测光谱拟合较好,相关系数均大于0.99,均方根误差在10-3数量级;模拟矿物丰度与实测矿物丰度基本一致;模拟SMFe含量与相对成熟度指数Is/FeO线性关系明显;模拟粒径基本落在实测粒径组范围内。最后,文中讨论了光谱吸收中心波长、吸收面积等光谱特征参数的模拟精度,以及高精度模拟光谱时光学常数的计算方法。  相似文献   

Seismic collapse capacity of basic inelastic structures vulnerable to the P‐delta effect     

Christoph Adam  Clemens Jäger 《地震工程与结构动力学》2012,41(4):775-793

The collapse capacity of earthquake‐excited inelastic nondeteriorating SDOF systems, which are vulnerable to the destabilizing effect of gravity loads (P‐delta effect), is evaluated. In this paper, the collapse capacity of the system subjected to a ground motion is defined as spectral acceleration at its initial structural period, at which the structure becomes unstable. Characteristic structural parameters, which affect the collapse capacity, are identified. Ground motion records of the ATC 63 far‐field set characterize severe earthquake excitation. In extensive incremental dynamic analyses studies, the impact of these parameters and of aleatory uncertainties on the collapse capacity is assessed and quantified. Median and percentile collapse capacities are plotted against the initial structural period leading to collapse capacity spectra. Nonlinear regression analyses are applied to derive analytical expressions of the design collapse capacity spectra and collapse fragility curves. The ultimate objective is to provide collapse capacity spectra for easy application and yet sufficient accurate assessment of the dynamic stability of flexible multistory buildings. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Determination of horizontal and vertical design spectra based on ground motion records at Lali tunnel,Iran          下载免费PDF全文

F Moradpouri  M Mojarab 《地震科学（英文版）》2012,25(4):315-322

Most acceleration diagrams show high levels of unpredictability, as a result, it is the best to avoid using diagrams of earthquake acceleration spectra, even if the diagrams recorded at the site in question. In order to design earthquake resistant structures, we, instead, suggest constructing a design spectrum using a set of spectra that have common characteristics to the recorded acceleration diagrams at a particular site and smoothing the associated data. In this study, we conducted a time history analysis and determined a design spectrum for the region near the Lali tunnel in Southwestern Iran. We selected 13 specific ground motion records from the rock site to construct the design spectrum. To process the data, we first applied a base-line correction and then calculated the signal-to-noise ratio (R_SN) for each record. Next, we calculated the Fourier amplitude spectra of the acceleration pertaining to the signal window (1), and the Fourier amplitude spectra of the associated noise (2). After dividing each spectra by the square root of the selected window interval, they were divided by each other (1 divided by 2), in order to obtain the R_SN ratio (filtering was also applied). In addition, all data were normalized to the peak ground acceleration (PGA). Next, the normalized vertical and horizontal responses and mean response spectrum (50%) and the mean plus-one standard deviation (84%) were calculated for all the selected ground motion records at 5% damping. Finally, the mean design spectrum and the mean plus-one standard deviation were plotted for the spectrums. The equation of the mean and the above-mean design spectrum at the Lali tunnel site are also provided, along with our observed conclusions.  相似文献   

塔克拉玛干沙漠腹地近地层湍流能谱特征分析   总被引：1，自引：1，他引：0  

温雅婷  焦冰  缪启龙  章立标  何清 《中国沙漠》2012,32(6):1716-1722

利用塔克拉玛干沙漠腹地近地层湍流观测资料,计算并分析了不同稳定层结条件的湍流速度谱、温度谱及局地各向同性特征。结果表明,湍流速度谱和温度谱在惯性副区均满足Kolmogorov的-2/3指数规律,且稳定条件的相关系数更高;速度谱满足湍流各向同性的低频限制理论。近中性条件的温度谱和弱不稳定条件的速度谱在高频段有尾部上翘现象;稳定情况下的v谱和近中性条件的u谱、T谱在低频处也有上翘现象。沙漠腹地水平湍流尺度范围介于森林和草地之间,不稳定层结比稳定层结的谱峰更偏向低频端,且峰值尺度更大。  相似文献   

特殊长周期地震动的参数特征研究   总被引：7，自引：0，他引：7  

徐龙军  胡进军  谢礼立 《地震工程与工程振动》2008,28(6)

近断层脉冲型地震动和远场软土层场地类谐和地震动是两类特殊的长周期地震动,当前的规范均很少对这两类地震作用进行具体的规定。研究了近断层脉冲型和远场类谐和地震动的幅值、幅值比（V／A,D／V）、傅里叶幅值谱和反应谱的差别,分析了相位角和作用循环周期数对简单脉冲的影响,并用于解释两类特殊地震动的工程特征。以集集地震动为数据基础,分析了两类长周期地震动的傅里叶谱和反应谱特征;将平均加速度和位移规准反应谱分别与规范设计谱进行了比较。建议设计谱在长周期段考虑近断层作用和软土场地面波效应的影响。  相似文献   

应用人工神经元网络方法自动检测地震事件     

王继  陈九辉 《地震地磁观测与研究》2008,29(3):41-45

利用人工神经元网络方法,提出了一种从连续的地震数据中检测出地震事件的方法。该方法分两步,首先,低阈值的STA／LTA算法从连续的波形中检测出类似地震事件;其次利用神经元网络方法,区分事件是地震事件还是噪声事件。通过对数据检测结果比较,找出了适合地震检测的神经元网络训练方法和神经元传递函数。在对天山流动台阵其中两个台的检测结果表明,在连续约两个月数据中,39RLS台检测出地震75个,30RNA台检测出地震95个,证明该方法对地震事件检测来说是一种有效的方法。  相似文献   

Spectral analysis and design approach for high force‐to‐volume extrusion damper‐based structural energy dissipation     

Geoffrey W. Rodgers  John B. Mander  J. Geoffrey Chase  Rajesh P. Dhakal  Nicholas C. Leach  Caleb S. Denmead 《地震工程与结构动力学》2008,37(2):207-223

High force‐to‐volume extrusion damping devices can offer significant energy dissipation directly in structural connections and significantly reduce seismic response. Realistic force levels up to 400 kN have been obtained experimentally validating this overall concept. This paper develops spectral‐based design equations for their application. Response spectra analysis for multiple, probabilistically scaled earthquake suites are used to delineate the response reductions due to added extrusion damping. Representative statistics and damping reduction factors are utilized to characterize the modified response in a form suitable for current performance‐based design methods. Multiple equation regression analysis is used to characterize reduction factors in the constant acceleration, constant velocity, and constant displacement regions of the response spectra. With peak device forces of 10% of structural weight, peak damping reduction factors in the constant displacement region of the spectra are approximately 6.5 ×, 4.0 ×, and 2.8 × for the low, medium, and high suites, respectively. At T = 1 s, these values are approximately 3.6 ×, 1.8 ×, and 1.4 ×, respectively. The maximum systematic bias introduced by using empirical equations to approximate damping reduction factors in design analyses is within the range of +10 to ?20%. The seismic demand spectrum approach is shown to be conservative across a majority of the spectrum, except for large added damping between T = 0.8 and 3.5 s, where it slightly underestimates the demand up to a maximum of approximately 10%. Overall, the analysis shows that these devices have significant potential to reduce seismic response and damage at validated prototype device force levels. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

Study on Site Specific Design Earthquake Ground Motion of Nuclear Power Plants in China1     

Zhou Bochang  Li Xiaojun  Li Yaqi 《中国地震研究》2008,22(4)

The main technical backgrounds and requirements are introduced with regard to earthquake ground motion design parameters in several domestic and American standards,codes and guides involved in the seismic analysis and design activities of nuclear power plants in China.Based on the research results from site seismic safety evaluation of domestic nuclear power plant projects in the last years,characteristics and differences of site specific design spectra are analyzed in comparison with standard response spectra,and the suitability of standard response spectra for domestic nuclear power plant projects is discussed.  相似文献