金川露天矿高边坡的反射地震CT探测研究

高边坡的岩体结构和稳定性研究是工程地质研究的一个重要课题。本次探测使用高分辨率数字地震仪和反射地震CT方法,对金川露天矿高边坡的岩体结构进行了深入细致的探测与研究,清楚地揭示了边坡岩体中优势结构面的产状和组合关系,以及边坡表层松动带厚度分布,未发现顺坡软弱岩层。     

含平行裂缝储层中地震波频散、衰减、及频变各向异性*

裂缝厚度(张开度)对裂缝储层有效渗透率等起关键作用因而探测裂缝厚度对裂缝储层的勘探开发具有重要意义。针对此,该文主要介绍地震波在含平行裂缝储层中的频散、衰减及频变各向异性特征,及其与裂缝厚度的关系。重点探讨了流体运动与散射两种主要机制,并介绍了最新的理论模型研究进展。研究表明,裂缝厚度对流体运动与散射机制均会产生重大影响,主要影响频率范围为流体运动的高频区域和散射的低频区域。该频率范围常在地震频带内,故在实际地震勘探中应考虑裂缝厚度的影响,其同时为地震探测裂缝厚度提供了理论基础。最后,还探讨了流体运动与散射机制的耦合作用,并给出了相应的理论模型。结果表明,两种机制相互耦合时,地震波的频散衰减特征会发生明显变化,应予以考虑。     

Modelling of tuning of an ultra low frequency Roberts Linkage vibration isolator

We present an analytical model for a Roberts Linkage used as an ultra low frequency vibration isolator. The Roberts Linkage is a structure that simulates a very long radius conical pendulum, at a relatively small height. We show through an analytical solution that it is possible to independently tune the centre of percussion and the resonant frequency for arbitrary geometrical configurations. The result is shown to provide a practical tuning solution, which achieves near ideal vibration isolation.     

A novel method based on maximum likelihood estimation for the construction of seismic fragility curves using numerical simulations

Seismic fragility curves presenting some probability of failure or of a damage state exceedance versus seismic intensity can be established by engineering judgment, empirical or numerical approaches. This paper focuses on the latter issue. In recent studies, three popular methods based on numerical simulations, comprising scaled seismic intensity, maximum likelihood estimation and probabilistic seismic demand/capacity models, have been studied and compared. The results obtained show that the maximum likelihood estimation (MLE) method is in general better than other ones. However, previous publications also indicated the dependence of the MLE method on the ground excitation input. The objective of this paper is thus to propose a novel method improving the existing MLE one. Improvements are based on probabilistic ground motion information, which is taken into account in the proposed procedure. The validity of this new approach is verified by analytical tests and numerical examples.     

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A finite element model of the toroida field (TF) coil and gravity support system is established at first by taking its cyclic symmetry condition into account. The first ten order natural frequencies and their corresponding modal vectors of the system are calculated then by using the ANSYS software. Based on these modal information and the spectrum analysis method, the displacement response distribution of the TF system is obtained finally by using the standard seismic spectrum given in ITER EDA report. Furthermore, the feasibility of the numerical model is validated by comparing its results with those of a simplified model of single degree of freedom.     

Modelling a shock wave source for seismic well survey

The shock wave seismic source has specific advantages for reservoir survey, particularly in the technique of vertical seismic profiling. This paper is concerned with the modelling of the characteristics of a shock wave device under conditions typical of its use as a surface seismic source. Such modelling necessitates numerical solution of the time-dependent conservation equations for axi-symmetric geometry under conditions where the fluid in the surface borehole may be air or water. A version of the piecewise parabolic method has been used to take account of the two-phase behaviour based on the formal properties of the well-known Tait equation of state for water. Results are presented which enable predictions to be made for use in the field of the pressure and velocity signatures of the shock wave source in terms of axial and radial profiles. Such information is significant in the assessment of the degrees of compressional- and shear-wave energies delivered by the source in vertical seismic profiling surveys of reservoirs. Received 6 November 1997 / Accepted 3 March 1998     

Seismic excitation by space shuttles

Shock waves generated by the space shuttles Columbia (August 13, 1989), Atlantis (April 11, 1991) and Discovery (September 18, 1991) on their return to Edwards Air Force Base, California, were recorded by TERRAscope (Caltech's broadband seismic network), the Caltech-U.S.G.S Southern California Seismic Network (SCSN), and the University of Southern California (USC) Los Angeles Basin Seismic Network. The spatial pattern of the arrival times exhibits hyperbolic shock fronts from which the path, velocity and altitude of the space shuttle could be determined. The shock wave was acoustically coupled to the ground, converted to a seismic wave, and recorded clearly at the broadband TERRAscope stations. The acoustic coupling occurred very differently depending on the conditions of the Earth's surface surrounding the station. For a seismic station located on hard bedrock, the shock wave (N wave) was clearly recorded with little distortion. Aside from the N wave, very little acoustic coupling of the shock wave energy to the ground occurred at these sites. The observed N wave record was used to estimate the overpressure of the shock wave accurately; a pressure change of 0.5 to 2.2 mbars was obtained. For a seismic station located close to the ocean or soft sedimentary basins, a significant amount of shock wave energy was transferred to the ground through acoustic coupling of the shock wave and the oceanic Rayleigh wave. A distinct topography such as a mountain range was found effective to couple the shock wave energy to the ground. Shock wave energy was also coupled to the ground very effectively through large man made structures such as high rise buildings and offshore oil drilling platforms. For the space shuttle Columbia, in particular, a distinct pulse having a period of about 2 to 3 seconds was observed, 12.5 s before the shock wave, with a broadband seismograph in Pasadena. This pulse was probably excited by the high rise buildings in downtown Los Angeles which were simultaneously hit by the space shuttle shock waves. The proximity of the natural periods of the high rise buildings and the modal periods of the Los Angeles basin enabled efficient energy transfer from shock wave to seismic wave.This article was processed using Springer-Verlag T_EX Shock Waves macro package 1.0 and the AMS fonts, developed by the American Mathematical Society.     

Fourier-Integral-Operator Approximation of Solutions to First-Order Hyperbolic Pseudodifferential Equations I: Convergence in Sobolev Spaces

An approximation Ansatz for the operator solution, U(z′,z), of a hyperbolic first-order pseudodifferential equation, ? _z  + a(z,x,D _x ) with Re (a) ≥ 0, is constructed as the composition of global Fourier integral operators with complex phases. An estimate of the operator norm in L(H ^(s),H ^(s)) of these operators is provided, which yields a convergence result for the Ansatz to U(z′,z) in some Sobolev space as the number of operators in the composition goes to ∞.     

CFETR极向场磁体馈线系统线圈终端盒初步设计与分析

介绍了中国聚变工程实验堆(CFETR)极向场线圈馈线系统终端盒(CTB)设计,CTB由外盒体、80K内冷屏、电流引线及超导母线、内部管路系统、阀门系统等子部件组成.利用ANSYS有限元软件,在运行工况和地震工况下对CTB外盒体及内冷屏进行结构强度校核、结构热分析和地震响应分析,得到CTB外盒体的位移、应力分布云图和在地...