临清坳陷德南洼陷含油气性的流体包裹体分析

应用流体包裹体观察和激光拉曼探针等微观技术对临清坳陷东北部的德南洼陷流体包裹体特征及成分、压力等物理化学条件的研究表明,研究区共有6种类型的包裹体:单相盐水包裹体、富液相包裹体、富气相包裹体、含液态CO2三相包裹体、富液态烃有机包裹体、富气态烃有机包裹体,其中富液态烃有机包裹体的均一温度为100～140°C的较多.包裹体的液相成分主要为H2O和Cl-,气相成分主要为CO2、CH4以及微量的C2H6等,包裹体成分研究结果表明在古近系和新近系中主要为未成熟-低成熟的液态烃流体活动;在古生界及部分上部层段中主要为成熟、高成熟的气态烃流体活动.根据盐水溶液包裹体的均一温度和冷冻温度计算得出研究区的流体压力为10～95 MPa,其中,在烃类流体大量排出运移时期经历过压力由突破到释放的过程;初步评价了区内的油气有利远景区.     

Improvement of Nakamura technique by singular spectrum analysis

In this work we investigate the application of the Singular Spectrum Analysis to improve Nakamura Technique. The SSA has a wide and multidisciplinary range of applications; it allows a time series to be decomposed into different components, e.g. the signal itself, as well as various noise components, which can be subsequently removed from the data. Removal of the minor component of the data can lead to significant improvements in the identification of the system. In this paper the use of SSA Technique allows to optimize the signal to noise ratio before computing the classical Nakamura spectral ratios. A number of typical applications are also presented.     

基于偏最小二乘回归的纹理特征线性组合

基于偏最小二乘回归技术时纹理特征进行线性组合，得到新的纹理特征来进行分类。实验表明，组合后的纹理特征不但提高了纹理分类的性能，而且具有一定的数据自适应能力。     

GIOVE-A initial signal analysis

In late December 2005 the GIOVE-A test satellite was launched by the European Space Agency (ESA) to secure the frequencies for the Galileo system and to provide a platform for testing the new navigation signals. We performed an initial assessment of these signals using the 30 m deep space antenna of the DLR ground station in Weilheim (Germany). The antenna gain raised the signals above the noise level, thus allowing a detailed analysis even without knowledge of the ranging codes. The present paper covers the analysis of the L1/E1 signals, which includes a discussion of the spectrum, the time domain signal and a decoding of the spreading codes for the Open Service.     

利用宽频带数字地震记录测定谱震级

谱震级是表征地震强弱的量度,是地震学研究中的一个重要的地震参数。在地震预测和工程地震研究中具有重要的实际意义。谱震级测定还可得到地震辐射的能量,再通过和标量地震矩的比较,可以估计地震震源处的视应力,而视应力也是震源物理研究中一个重要的物理量。考虑到我国地震台网分布不均匀的情况,本文尝试利用单台的宽频带波形资料进行谱震级的测定。选用CDSN昆明地震台(KMI)记录的近震宽频带波形资料,分析地震图垂直分量上的P波,采用 Duda等人提出的谱震级的测定方法,改进并提出了一种能够利用宽频带波形资料,直接用速度谱值测定地震谱震级的方法。所得谱震级结果与ISC给出的Ms震级对比后,发现相差不大;所得的能量结果与NEIC用远震体波测得的能量结果具有较好的一致性。用同样的方法,将来还可对不同地区更小的地震进行谱震级的测定,这无疑对地震学的进一步研究很有帮助。     

基于能力谱法的SSI体系抗震pushover分析方法

本文首先经过2次等效将土与结构相互作用的多自由度体系等效为单自由度体系,并给出了修正反应谱和等价能力谱的确定方法,进而提出了基于能力谱法考虑土与结构动力相互作用(SSI)效应的结构体系pushover分析方法(SSIPA);然后对3种不同高度考虑SSI效应的结构体系在5条地震动作用下采用本文提出的方法进行了算例分析,将结果与非线性时程分析的结果进行了比较,研究了本方法的适用性和准确性;最后,与建筑抗震设计规范的设计反应谱相结合,对9层考虑SSI效应的钢结构用本文提出的方法进行了弹塑性地震反应分析,根据我国抗震设计规范的规定进行抗震性能的评估验证了本方法的可行性。     

岫岩5.4级地震前后拐角频率比的变化特征

本文在利用多台研究1999年11月29日和2000年1月12日发生在辽宁岫岩Ms5.4级和5.1级地震前拐角频率比随时间变化的基础上,对岫岩、营口、苏家屯、丹东、宽甸、北镇、新民单台记录的纵横波拐角频率比fcp/fcs做了比较详细的波谱分析。结果表明:在震中距小于200 km以内的不同方向的台站,记录到的地震波拐角频率比值在5.4级前和后均出现不同程度的异常显示,能够捕捉到一些带有短临性质的信息,不过,距震中较远的台站,地震波拐角频率比值在震前异常不如近台明显,表明不同距离的台站,记录的地震拐角频率比值存在着差异。     

基于现行抗震规范的胡聿贤模型参数研究

回顾了地震地面加速度随机过程模型,根据随机振动理论采用迭代方法求解出与我国现行《建筑抗震设计规范》(GB50011-2001)设计反应谱相对应的功率谱密度函数,选用胡聿贤功率谱密度函数拟合上述功率谱密度函数,运用非线性拟合技术给出了与规范对应的胡聿贤功率谱参数,可供这种模型作为地震地面运动输入时选用。     

Artificial ground motion compatible with specified peak velocity and target spectrum

In this paper, a method, which synthesizes the artificial ground motion compatible with the specified peak velocity as well as the target acceleration response spectrum, was proposed. In this method, firstly, an initial acceleration time history α8^（0） （t）, which satisfies the prescribed peak ground acceleration, the target spectral acceleration ST（ω, ζ）,and the specified intensity envelope, is generated by the traditional method that generates the requency domain; secondly,α8^（0） （t）is further modulated by superimposing narrow-band time histories upon it in the time domain to make its peak velocity, approach the target peak ground velocity, and at the same time to improve its fitting precision to the target spectrum. Numerical examples show that this algorithm boasts high calculation precisions.     

Site Response and Earthquake Design Spectra for Central Khartoum, Sudan

Khartoum, the capital of Sudan, is located at the confluence of White and Blue Niles. The city is heavily populated. Central Khartoum with its high-rise buildings is the center of governmental and business activities and is located on a strip adjacent to the Blue Nile. Geological and geotechnical data indicate that the subsoil conditions at Central Khartoum are characterized by alluvial deposits underlain by Nubian Sandstone at a depth of 25 m. The alluvial deposits, locally known as Gezira formations, consist of clays grading into silt and sand with depth. Macro seismic zonation of Sudan and its vicinities, developed by the authors, gave the ground acceleration at the bedrock surface. The effect of alluvial deposits in Central Khartoum on propagation of seismic motion parameters to the ground surface is investigated in this study. Correlations are proposed for pertinent cyclic soil properties such as shear modulus, damping, and shear wave velocity. The Equivalent-Linear Earthquake Response Analyses (EERA) Model was used to study the effect of local soil conditions on ground-motion parameters. In the absence of strong-motion records in Khartoum, available worldwide strong-motion records are used. Plots showing the time histories of ground motion parameters at the ground surface are obtained. The results indicate amplification of ground motion of up to 4.93. The predicted fundamental period of soils is about 0.5 s which is typical for these types of soils. The maximum spectral acceleration varied from 0.76 to 0.95 g. For design purposes, a response spectrum curve is proposed.