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1.
Assessing the Vibrational Frequencies of the Cathedral of Cologne (Germany) by Means of Ambient Seismic Noise Analysis 总被引：1，自引：0，他引：1
Andreas Fäcke Stefano Parolai Sandra M. Richwalski Lothar Stempniewski 《Natural Hazards》2006,38(1-2):229-236
Ambient seismic noise measurements were conducted inside the Cathedral of Cologne (Germany) for assessing its frequencies
of vibration and for checking whether these occur in the range where soil amplification is expected. If this is the case,
damages may increase in case of an earthquake due to an increased structural response of the building. Analysis of the ratio
between the horizontal and vertical components of the spectra recorded at stations located inside the building as well as
the ratio between the corresponding components of the spectra recorded simultaneously inside the building and at a reference
station placed in the basement of the cathedral indicated several modes of vibration. Facilitated by these results an assessment
of the seismic vulnerability was attempted for a 2D ground motion scenario using the finite element method. 相似文献
2.
沼泽发育过程中堆积的各类沉积物真实地记录了区域环境演变与沼泽发育过程。以霍林河下游漫流区--向海沼泽湿地为研究对象,由137Cs、210Pb法定年实现沉积层深度坐标向年代坐标的转换,对其典型沉积剖面特征元素比值进行了综合剖析。结果表明：稳定元素对比值Ti/Al是判断不同沉积物来源是否一致的较好指标。剖面上下Ti/Al比值在一定层序的波动变化表明物源的波动性,洪水成因可能性较大。综合比较,V/(V+Ni)比值用于沼泽湿地缺氧沉积环境的判别标准可靠性较好。贫氧环境是向海沼泽湿地主要特征之一,其次是缺氧或含氧环境,各环境之间频繁振荡,体现了内流河下游半干旱区沼泽地表水周期和干湿环境转换频繁的特征。 相似文献
3.
为评价地铁环境振动对某中心城区拟建住宅办公楼的影响,本文使用高灵敏度测试仪TROMINO对该建筑场地进行了24 h环境振动测试,得到了场地3个方向加速度和速度的实测数据。采用1/3倍频程分析法对实测数据进行处理,分析了不同时段场地振动变化规律,并将分析结果与国际标准ISO 2631关于此类建筑场地的振动限值进行对比。结果表明:有地铁运行时的环境振动峰值远大于无地铁运行时;无地铁运行时,地面振动加速度幅值介于10-5~10-1 gal之间,且无明显振动主频;有地铁运行时,振动幅值介于10-4~100 gal之间,并在晚高峰时段达到最大值0.8 gal;地铁运行引起的地面振动主频介于40~50 Hz之间。低频段内（2~8 Hz）场地振动加速度最大值约为0.030 gal,中高频段内（8~250 Hz）场地振动速度最大值为26.715 μm ·s-1,均满足标准要求。 相似文献
4.
俄罗斯富铁型水热法合成祖母绿特征研究 总被引：1，自引：0，他引：1
针对近期市场上出现的俄罗斯富铁型水热法合成祖母绿,采用电子探针、傅里叶变换红外光谱仪和紫外-可见光谱仪等测试分析方法,从化学成分、宝石学特征及谱学进行初步研究。结果表明,俄罗斯富铁型水热法合成祖母绿内部有特征的红棕色假六方片状金属固体包裹体,化学成分以贫碱富铁含铜为特征,环状分子通道内I型水和Ⅱ型水同时存在,在760nm处有由Fe3＋的d-d电子跃迁导致的特征吸收峰。除此之外,笔者对比分析了俄罗斯富铁型、传统水热法合成祖母绿、桂林水热法合成祖母绿、助熔剂法合成祖母绿及天然祖母绿样品在谱学上的差异。 相似文献
5.
Northwestern Balkans represents one of the rare regions where data on both the shallow geology (i.e., local soil conditions) and the deep geology exist for stations that recorded hundreds of strong motion records. The strong motion database used in this study consists of 203 strong motion accelerograms (each with three orthogonal translational components), recorded in former Yugoslavia in the period 1976–1983, from 108 contributing earthquakes. In this paper, the results of a series of regression analyses are presented where empirical equations for scaling pseudo-acceleration response spectra were developed on the basis of 5 subsets of data and using three prediction models. Results of the regression analyses show that for ground motion in the horizontal direction, both the shallow and deep geology site conditions have to be taken into account or else the spectral estimates might be considerably biased. Results show that the shallow geology influences spectral amplitudes the most in the short period range and has much lesser effects for larger periods, while the influence of the deep geology is expressed in a wider range of intermediate to long periods. Results also show that if the prediction model that considers solely the shallow geology effects is used, the spectral peaks that have been related to the deep geology effects will completely vanish for larger source-to-site distances, while in the case when solely the deep geology is considered, the peaks related to the shallow geology will not be visible for any distance. As for the amplitudes in the vertical direction, although both the shallow and the deep geology effects are less expressed than in the horizontal one, they still cannot be neglected—the deep geology effects are visible for a wider range of vibration periods, while the shallow geology has some effects only for periods smaller than ~0.3 s. 相似文献
6.
Shin-Ichi Machida Hisako Hirai Taro Kawamura Yoshitaka Yamamoto Takehiko Yagi 《Physics and Chemistry of Minerals》2007,34(1):31-35
High-pressure Raman studies of methane hydrate were performed using a diamond anvil cell in the pressure range of 0.1–86 GPa
at room temperature. Raman spectra of the methane molecules revealed that new softened intramolecular vibration mode of ν
1 appeared at 17 GPa and that the splitting of vibration mode of ν
3 occurred at 15 GPa. The appearance of these two modes indicates that an intermolecular attractive interaction increases between
the methane molecules and the host water molecules and between the neighboring methane molecules. These interactions might
result in the exceptional stability of a high-pressure structure, a filled ice Ih structure (FIIhS) for methane hydrate, up
to 40 GPa. At 40 GPa, a clear change in the slope of the Raman shift versus pressure occurred, and above 40 GPa the Raman
shift of the vibration modes increased monotonously up to 86 GPa. A previous XRD study showed that the FIIhS transformed into
another new high-pressure structure at 40 GPa. The change in the Raman spectra at 40 GPa may be induced by the transition
of the structure. 相似文献
7.
青岛为典型花岗岩地区,地铁隧道开挖采用钻爆法。本文首先采用现场实测与统计分析的方法分析了青岛地铁3号线3个工点的隧道爆破监测数据,较为系统地研究了钻爆法施工条件下地表及邻近构筑物的最大振速、主频分布与爆破参数的相关关系,采用线性回归法拟合出包含上述因素的经验公式。采用数值模拟手段,模拟爆破条件下地表及临近建筑物的振动的响应,并将模拟结果与实测数据进行对比,研究主要结论如下:(1)最大振速随比例距离基本呈指数的形式衰减,随着比例距离的增加,最大振速值逐渐减小; (2)爆破引起的振动主频随比例距离分布较为随机,无法建立两者之间的数学模型,主频多在20～70Hz范围内; (3)建筑物内部中三矢量方向上的最大振速均随着楼层的增高呈一定的增加趋势,建筑物外部的地表振速要大于内部质点的速度。 相似文献
8.
Ali Kahriman Umit Ozer Mehmet Aksoy Abdulkadir Karadogan Gungor Tuncer 《Environmental Geology》2006,50(7):1015-1023
This paper presents the results of ground vibration measurements carried out in Hisarcik Boron open pit mine located on the west side of central Anatolia near Kütahya province in Turkey. Within the scope of this study to predict peak particle velocity (PPV) level for this site, ground vibration components were measured for 304 shots during bench blasting. In blasting operations, ANFO (blasting agent), gelatin dynamite (priming), and delay electric detonators (firing) were used as explosives. Parameters of scaled distance (charge quantity per delay and the distance between the source and the station) were recorded carefully and the ground vibration components were measured for all blast events using two different types of vibration monitors (one White Mini-Seis and one Instantel Minimate Plus Model). The absolute distances between shot points and monitor stations were determined using GPS. The equation of square root scaled distance extensively used in the literature was taken into consideration for the prediction of PPV. Then, the data pairs of scaled distance and particle velocity obtained from the 565 event records were analyzed statistically. At the end of statistical evaluation of the data pairs, an empirical relation which gives 50% prediction line with a reasonable correlation coefficient was established between PPV and scaled distance. 相似文献
9.
不同变质程度煤的激光拉曼光谱特征 总被引：7，自引：1，他引：7
对不同矿区，不同变质程度煤的9个镜煤样品进行了激光拉曼光谱测定，并对其特征光谱进行了参数化。在1000－2000cm^-1的波数范围内有两个明显的拉曼频率振动峰G峰和D峰。当镜质体反射率R0＜2．28％时，D峰位置随R0的增大向低波数位置偏移。G峰与D峰峰位差和峰高比随R0的增大而增加。当R0约为2．1％时，拉曼光谱特征趋势发生逆转性变化。在2500－3250cm^-1之间有一个明显的拉曼谱带，并随煤变质程度的增加呈现如下规律，其谱带的变化与有机质的成熟度演化具有一珲的同步性，特别是在有机质进入成熟门限后，由于油相和气相成分的大量生成，出现明显的振动峰，而进入无烟煤（R0＞4．4％）后，其振动峰变弱，因此，煤的激光拉曼光谱特征可作为油气盆地判断有机质成熟度的一个指标。 相似文献
10.
Rabah Bensalem Jean-Luc Chatelain Djamel Machane El Hadi Oubaiche Assia Bouchelouh Nassima Benkaci Hakim Moulouel Souhila Chabane Mustapha Hellel 《Arabian Journal of Geosciences》2017,10(13):282
Ambient vibrations have been continuously recorded at Dar El Beida, about 20 km from Algiers (Algeria). This data set allows determining that, in the low-frequency domain (<1 Hz), ambient vibration sources are mainly linked to Mediterranean Sea effects, while in the high-frequency domain, they are closely related to anthropogenic activity. Climatic conditions have an influence on the ambient vibration spectral amplitudes in the low-frequency domain, which is not the case in the high-frequency domain. The limit between the low-frequency and high-frequency domain, based on natural versus anthropogenic activity, is not clear cut and lies between 1.25 and 1.50 Hz. Variations of H/V peak amplitudes in the low-frequency domain are clearly linked to the climatic conditions. In the high-frequency domain, H/V peaks are not related to climatic conditions and cannot be clearly related to anthropogenic source changes. 相似文献
11.
爆破震动信号的多分辨小波分析 总被引：3，自引：0，他引：3
采用小波分析和快速傅立叶变换相结合的方法,对工程案例的爆破震动近、中远区的实测原始信号进行小小波分解和重构,得到重构后各子频带的时间信号及频谱,在此基础上通过Matlab语言编写程序研究爆破地震波沿各分区信号的频谱及能量分布特征。指出：爆破震动各分区的主频从大到小排序为：近区>中区>远区;随着比例距离的增加,低频带能量所占信号总能量的比例升高,高频带能量所占比例下降;频率越低的频带信号,持续时间越长;除主频所在频带外,在0～2.441 5 Hz频段（比较接近建筑物的自振频率）,爆破震动信号在水平方向占有不小的能量比例,故建筑物进行结构设计时考虑水平方向的抗震尤为重要。 相似文献
12.
Manoj Khandelwal 《Geotechnical and Geological Engineering》2012,30(1):205-217
The purpose of this article is to evaluate and predict the blast induced ground vibration using different conventional vibration
predictors and artificial neural network (ANN) at a surface coal mine of India. Ground Vibration is a seismic wave that spread
out from the blast hole when detonated in a confined manner. 128 blast vibrations were recorded and monitored in and around
the surface coal mine at different strategic and vulnerable locations. Among these, 103 blast vibrations data sets were used
for the training of the ANN network as well as to determine site constants of various conventional vibration predictors, whereas
rest 25 blast vibration data sets were used for the validation and comparison by ANN and empirical formulas. Two types of
ANN model based on two parameters (maximum charge per delay and distance between blast face to monitoring point) and multiple
parameters (burden, spacing, charge length, maximum charge per delay and distance between blast face to monitoring point)
were used in the present study to predict the peak particle velocity. Finally, it is found that the ANN model based on multiple
input parameters have better prediction capability over two input parameters ANN model and conventional vibration predictors. 相似文献
13.
基于土体的三维波动模型研究了饱和土中单个管桩的竖向振动。将桩周土和桩芯土视为两相多孔介质,管桩视为等截面的圆管杆单元。在考虑桩周饱和土和桩芯饱和土径向位移和竖向位移的情况下,建立了基于土体三维波动模型的饱和土-管桩竖向耦合振动模型。借助势函数和分离变量法并考虑土体边界条件,求解了考虑土体三维波动的桩周饱和土和桩芯饱和土的竖向振动。在此基础上,考虑管桩桩端边界条件,利用三角函数正交性求解了饱和土中单个管桩的竖向振动,得到了管桩桩顶的竖向复刚度。通过数值算例,对比分析了土体三维波动模型解和不考虑土体径向位移的简化模型解的计算结果,分析了主要桩、土参数对饱和土中管桩竖向振动的影响。研究表明：当管桩壁较薄时且低频时不应忽略土体径向位移的影响,在动态刚度因子和等效阻尼随频率变化曲线峰值峰谷处不宜忽略土体液相的影响,管桩壁不宜过薄。管桩壁厚、长径比、桩芯饱和土与桩周饱和土密度比、剪切模量比以及桩-土模量比对饱和土中管桩竖向振动有较大影响,在进行管桩设计时需要综合考虑相关参数。 相似文献
14.
The analysis of ground vibrations induced by bench blasting at Akyol quarry and practical blasting charts 总被引：3，自引：0，他引：3
Umit Ozer Ali Kahriman Mehmet Aksoy Deniz Adiguzel Abdulkadir Karadogan 《Environmental Geology》2008,54(4):737-743
Ground vibrations arising from excavation with blasting is one of the fundamental problems in the mining industry. Therefore,
the prediction of ground vibration components plays an important role in the minimization of environmental complaints. In
this study, 582 events were recorded during limestone production at a quarry (Akyol Quarry) during a period of time. The blasting
parameters of these shots were also carefully recorded. During the statistical analysis of the collected data, three predictor
equations proposed by the United States Bureau of Mines (USBM), Ambraseys–Hendron and Langefors–Kihlstrom were used to establish
a relationship between peak particle velocity and scaled distance described by these prediction equations. As a result of
this analysis, the most powerful relationship was determined and proposed to be used in this site. And also, this equation
was used in the derivation of the practical blasting charts specific to this site as a practical way of predicting the peak
particle velocity and maximum charge amount per delay for future blasting. 相似文献
15.
为了分析岩石在钻头破岩工作时产生的振动与岩石性质的关系,利用数值模拟软件提取了岩石钻进时的振动信号,并通过希尔伯特-黄变换（HHT）分析方法进行了信号特征分析,获得不同岩石的振动信号的边际谱,从频域特性上分析了岩石的性质与岩石振动之间的关系。研究表明：岩石的性质和岩石振动有着密切关系,不同性质的岩石在不同频率范围内出现振动特征集中现象,并且存在一个与岩石固有频率相接近的特征峰值频率。研究冲击钻进过程岩石的振动特性,对钻进参数设置以及岩性的识别有重要意义。 相似文献
16.
The adsorption of three copper species, the hydrated cupric ion, bisglycine Cu(II) and a Cu(II)-humic acid complex, on montmorillonite and imogolite at pH 7 was investigated by electron paramagnetic resonance (EPR) spectroscopy. The spectra of the supernatant solutions indicated that adsorption of the glycine complexes was very much less than that of the uncomplexed ion for both minerals and that montmorillonite adsorbed significantly more Cu from the humic acid solution than did imogolite. In every case the adsorbed Cu was characterized by more than one type of chemical environment and the spectral parameters show differences between the adsorbed species depending on their freedom of movement and their mode and site of adsorption. Qualitatively similar spectra were obtained when the uncomplexed ion was adsorbed on either of the mineral species and it is suggested that simple Cu(II) ions were involved and that their coordination environments comprised water molecules and hydroxyl groups. With the bisglycine Cu(II) complexes, the spectra were characterized by two components which may be accounted for by adsorption at two different types of site in the structures. In each case one component had parameters that are similar to those of the bisglycine Cu(II) in the solid state, but the second component in the spectra of the montmorillonite sample was quite different to that obtained with imogolite. The Cu(II)-humic acid complex with montmorillonite gave spectra that were similar to that from copper humate, but with imogolite the spectra from the Cu(II)-humic acid system were similar to those obtained with the uncomplexed Cu(II) ion, indicating that imogolite is able to extract copper from humic acid. 相似文献
17.
V. Cnudde P. Dubruel K. De Winne I. De Witte B. Masschaele P. Jacobs E. Schacht 《Engineering Geology》2009,103(3-4):84-92
To reduce the weathering rate of natural building stones, a wide variety of water repellents and consolidants are commercially available. Although a lot of research is performed on these products, it remains difficult to determine which product is appropriate to use for a certain type of building stone. Each type of building stone has its own petrographic characteristics (mineralogy, texture, …), leading to typical physical and technical properties which influence its rate of decay. The localisation of the products inside a stone type is not only depending on the properties of the products themselves, but also linked to the texture and structure of the stone. The impregnation depth of the products strongly influences their efficiency and is therefore a key issue in the determination if a product is functional for a certain type of stone. X-ray micro-CT has recently been introduced as a non-destructive material evaluation technique for engineering and geology purposes. The fact that micro-CT can provide information about the internal structure and properties of natural building stones, is a major advantage in the study of their conservation. Firmly linked with more classical research techniques, this non-destructive technique offers an extra dimension to the cultural heritage research.In this paper, non-destructive X-ray computed micro-tomography (micro-CT) turns out to be a powerful tool as it can visualise the presence of water repellents and consolidants inside the stone and can help to detect the influence that these treatments exert on porosity and pore-size distribution. For the visualization of the product its atomic number and density and the amount of product inside the natural building stone is crucial. Besides the contrast in attenuation, the resolution of the micro-CT also needs to be taken into account to obtain a good contrast between stone and product. By doping with 3-bromopropyltrimethoxysilane, more contrast occurs between the stone material and the conservation product. When the amount of product inside the samples is very low and the product is homogeneously spread inside the sample, the doped product is difficult to distinguish from the stone material due to the resolution of the micro-CT. When the amount of doped product inside the stone material reaches a certain threshold value, the dope will appear in the 2D cross-sections derived from micro-CT, creating a good visualization of the products inside the stone samples. 相似文献
18.
对市场上出现的盔犀鸟头胄工艺品及其拼合制品、仿制品,在宝石显微镜下放大观察,采用扫描电子显微镜、傅里叶变换红外光谱仪、紫外一可见光谱仪、激光拉曼光谱仪等大型分析仪器进行测试,探究其物质组成、生长结构、颜色成因以及鉴定方法。结果表明,盔犀鸟头胄整体表现为层状鳞片生长结构,头胄工艺品的黄色基体中普遍发育近平行条带生长结构,红色圆斑与黄色基体呈渐变过渡关系;红外光谱表现为酰胺特征吸收谱带,表明角蛋白为头胄主要成分;特征的紫外一可见吸收光谱与拉曼光谱均标志着类胡萝卜素的存在,且类胡萝卜素是头胄的主要呈色原因。拼合工艺品的红色圆斑具有清晰边界并可见拼合缝隙,红外光谱显示红色圆斑为人造树脂材料。仿制品的黄色基体内部可见气泡,红外光谱揭示其整体均为人造树脂。 相似文献
19.
A study of the seismic response of the city of Benevento (Southern Italy) through a combined analysis of seismological and geological data 总被引：1，自引：0，他引：1
A previous analysis [Improta, L., G. Di Giulio, and A. Rovelli (2005). Variations of local seismic response in Benevento (Southern Italy) using earthquakes and ambient noise recordings, J. Seism. 9, 191–210.] of small magnitude earthquakes recorded at 12 sites within the city of Benevento has stressed the significant role played by near-surface geology in causing variability of the ground motion. In this paper, we extend the study of the seismic response from 12 sites to the entire urban area. Based on inferences from the comparison at the 12 sites between earthquake and ambient vibration results, we have collected ambient noise at about 100 sites within the city, intensifying measurements across the main shallow geological variations. We use borehole data to interpret ambient noise H/V spectral ratios in terms of near-surface geology comparing H/V curves to theoretical transfer functions of 1D models along five well-constrained profiles.
On the basis of geological, geotechnical, and seismic data, we identify three main typologies of seismic response in the city. Each type of response is associated to zones sharing common soil conditions and similar soil classes according to building codes for seismic design. Moreover, we find that the spatial variation of the seismic response in the ancient town area is consistent with the damage pattern produced by a very destructive, well-documented historical earthquake that struck the city in 1688, causing MCS intensity of IX–X in Benevento.
Finally, we use ground motions recorded during the experiment by Improta et al. [Improta, L., G. Di Giulio, and A. Rovelli (2005). Variations of local seismic response in Benevento (Southern Italy) using earthquakes and ambient noise recordings, J. Seism. 9, 191–210.] to generate synthetic seismograms of moderate to strong (Mw 5.7, Molise 2002 and Ms 6.9, 1980 Irpinia) earthquakes. We calibrate the random summation technique by Ordaz et al. [Ordaz, M., J. Arboleda, and S.K. Singh (1995). A scheme of random summation of an Empirical Green's Function to estimate ground motions for future large earthquakes, Bull. Seism. Soc. Am. 85, 1635–1647.] using recordings of these earthquakes available in Benevento. After a satisfactory fit between observed and synthetic seismograms, we compute response spectra at different sites and speculate on effects of the geology class at large level of shaking, including soil nonlinearity. We find that large discrepancies from design spectra prescribed by seismic codes can occur for a wide sector of Benevento, especially for periods < 0.5 s. 相似文献
20.
N. I. Kobanov 《Astronomy Reports》2000,44(12):830-832
The spectra of radial-velocity oscillations in the immediate vicinity of a sunspot beyond the observable boundary of the penumbra have been analyzed. The radial velocities were derived using a differential method. The oscillation spectra at two heights (lower photosphere and chromosphere) were compared with reference spectra for the middle penumbra and an unperturbed region obtained using the same method. The oscillatory regime characteristic of the sunspot penumbra extends more than 15″ beyond its observable boundary. It is proposed that deep photospheric layers in the region surrounding the penumbra have physical conditions similar to those observed inside its outer boundary. 相似文献