共查询到20条相似文献，搜索用时 109 毫秒
1.
地磁日变规律的破坏与地震的关系研究 总被引：3，自引：3，他引：3
王亶文 《地震地磁观测与研究》2003,24(1):1-6
2001年11月14日昆仑山8.1级地震前，震中距为400km的格尔木台地磁垂直分量Z的日变形态发生异常，1998年1月10日张北Ms6.2地震前，北京台和静海台Z的日变形态也有异常。但是，2000年1月15日云南姚安Ms6.5地震和1月27日丘北Ms5.5地震前，通海台的Z分量无异常。这可能与地震的复杂性有关。 相似文献
2.
1999年9月20日台湾岛集集地震之前，该地区的地震活动率显著减少。从1994年到1999年9月20日的台湾地震目录可以看出，异常从1999年1月开始，持续了约9个月，直到主震发生。本结果表明：该地区2．0级以上地震的平均活动率为每月蝎5个，标准偏差为78。异常期间，该地区的地震活动率减少为平均每月314个，标准偏差在1的范围内。通过z值图的分析可以看出，在集集地震的震源区周围，在地震活动性明显增大的同时，b值也有持续减少的趋势。 相似文献
3.
2001年上半年，全球发生MW≥6．5地震22次，其中浅源地震19次，中源地震2次，深源地震1次；发生MW≥7．0地震8次，最大震级达MW8．4。6月23日秘鲁沿海发生了MW8．4地震，这是36年来矩震级最大的地震。上半年地震灾害严重，1月26日发生在印度的MW7．6地震使2万多人丧生。 相似文献
4.
5.
利用新疆地震目录研究伽师-巴楚6．8级地震前后，该震区附近地震活动情况，并结合其强震震源机制解，2003年1月4日5．4级、5月4日5．8级和2月24日6．8级地震宏观地震烈度。对该区域应力场和破裂方向特征进行探讨。结果表明，这次6．8级地震主压应力轴为NNW—SSE向，破裂方向为SSE向，与1997-1998年伽师强震群的区域应力场主压应力为NNE—SSW向、破裂方向为NNE向完全不同。 相似文献
6.
1995年1月24日江西省寻乌县发生ML4.5级地震，本文从震例的角度，对该次地震的地震地质背景，烈度分布与震害，地震序列，震源机制解和地震主破裂面，地震活动背景情况作了初步探讨，并对震源重新定位。 相似文献
7.
1999年 1 1月 2 5日澄江发生 5.2级地震 ,2个月后的 2 0 0 0年 1月 2 7日在相邻的丘北 -弥勒地区发生了 5.5级地震 .分析了丘北—弥勒 5.5级地震的区域地震活动背景、地震孕育过程和地震活动性异常特征 ,为探讨在一次中强地震后如何预报后续地震提供了一个震例 . 相似文献
8.
1 1999年河北省及京津地区地震活动实况 1.1 据河北省地震台网测定,1999年1月1日至12月31日河北省及京津地区共发生地震677次,ML1.0～1.9级地震445次,ML2.0～2.9级地震197次,ML3.0～3.9级地震31次,ML4.0～4.9级地震4次,ML≥5.0级地震1次,最大地震为1999年3月11日ML5.6级地震,见图1. 相似文献
9.
1998年1月5日发生的泾阳Ms4.8级地震是陕西省近40年来发生的最大一次地震。对这次地震的构造背景和震前的各种异常现象进行了研究，发现震前该区地壳形变、地下流体和地震活动表现出长期、中期和短期的不同特征。对此次地震的构造背景作了分析，并根据岩石破裂实验和地震前兆理论对这次地震的孕育过程作了阶段性划分。 相似文献
10.
11.
G.R. Dargahi-Noubary 《Soil Dynamics and Earthquake Engineering》1998,17(2):101-115
Discrimination between underground nuclear explosions and natural earthquakes is considered based on a nonstationary stochastic model which incorporates a well-known deterministic formulation. Using the relevant parameters in the model a discriminating procedure is described and its application is illustrated using available P-wave records. A formal definition is presented for a geophysical feature known as ‘complexity’ and its relationship to the best linear discriminant function is pointed out. Considering the possibility of a two-dimensional discriminant, a second discriminating method based on seismic moments is considered and reasons for its appropriateness are presented. Using number of zero-crossings, a simple and computationally convenient estimator is introduced for the second discriminant. Some discussion concerning application of these techniques together with a detailed explanation concerning relationship between crossings of the original continuous records and their digitized version is also included. 相似文献
12.
The dynamic response of equipment mounted on an isolated raised floor inside a building while the primary fixed base structure is subjected to harmonic and earthquake ground motions is numerically investigated. Sliding concave foundation (SCF) system is utilized for isolating the raised floor. The equations of motion for a MDOF shear building containing a SCF isolated raised floor with a mounted equipment are developed and the rigid link method is utilized to handle the non‐linearity of the system. The equipment, which can be modelled as a SDOF or MDOF system, may represent a critical computer unit or telecommunication processing system. SCF can be used easily to achieve the desired long period, necessary for protecting sensitive equipment. In this investigation, the ability of SCF in reducing the acceleration level experienced by the equipment inside a building is demonstrated while the lateral displacement is still within an acceptable range. The analysis considered the case of equipment housed in the upper floors of a building where the acceleration is amplified and the motion contains strong components at long periods. For this purpose, different excitations including both harmonic and real earthquake ground motions are employed and the performance of the system is evaluated. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
13.
依据自回归(AR)法,确立了考虑风速时程空间相关性的模拟方法,并利用Matlab语言编制了相应的程序。基于上述方法,模拟了某体育场挑篷结构的风速时程,并对所得风速时程离散值进行数理统计分析,结果表明模拟谱与目标谱吻合较好。根据结构风振响应分析的需要,将模拟风速转变为风荷载对结构进行时程分析,获得了结构风振响应,为结构抗风设计提供依据。计算表明,基于风速时程的结构风振响应分析方法可有效分析体育场挑篷的风振响应。 相似文献
14.
《水文科学杂志》2013,58(4):613-625
Abstract Estimates of rainfall elasticity of streamflow in 219 catchments across Australia are presented. The rainfall elasticity of streamflow is defined here as the proportional change in mean annual streamflow divided by the proportional change in mean annual rainfall. The elasticity is therefore a simple estimate of the sensitivity of long-term streamflow to changes in long-term rainfall, and is particularly useful as an initial estimate of climate change impact in land and water resources projects. The rainfall elasticity of streamflow is estimated here using a hydrological modelling approach and a nonparametric estimator. The results indicate that the rainfall elasticity of streamflow (? P ) in Australia is about 2.0–3.5 (observed in about 70% of the catchments), that is, a 1% change in mean annual rainfall results in a 2.0–3.5% change in mean annual streamflow. The rainfall elasticity of streamflow is strongly correlated to runoff coefficient and mean annual rainfall and streamflow, where streamflow is more sensitive to rainfall in drier catchments, and those with low runoff coefficients. There is a clear relation-ship between the ? P values estimated using the hydrological modelling approach and those estimated using the nonparametric estimator for the 219 catchments, although the values estimated by the hydrological modelling approach are, on average, slightly higher. The modelling approach is useful where a detailed study is required and where there are sufficient data to reliably develop and calibrate a hydrological model. The nonparametric estimator is useful where consistent estimates of the sensitivity of long-term streamflow to climate are required, because it is simple to use and estimates the elasticity directly from the historical data. The nonparametric method, being model independent, can also be easily applied in comparative studies to data sets from many catchments across large regions. 相似文献
15.
本文首先对Deardorff的一阶模型给予解释，在此基础上分析对流边界层湍流动能方程，分析机械湍流和对流湍流对边界层发展的贡献，提出一个新的速度尺度，混合层顶速度尺度，定义了全理查森数，给出夹卷层厚度的参数化方案，并用Boers和Elotanta的雷达观测数据进行验证。参数化方案与实验数据符合得很好。当夹卷层厚度表示为夹卷速度或夹卷理查森数的函数时，该函数曲线随边界层发展通常表现为磁滞回线形状现象，利用本文的理论进行了解释。 相似文献
16.
An idealized model is developed and analyzed to investigate the relevance of tidal motion for the emergence of undulations of a sandy coastline. The model describes feedbacks between tidal and steady flow on the inner shelf, sand transport in the nearshore zone and an irregular coastline. It is demonstrated that an initially straight coastline can become unstable with respect to perturbations with a rhythmic structure in the alongshore direction. The mechanism causing the growth of these perturbations is explained in terms of vorticity concepts. The relative importance of tide-related and wave-driven sediment fluxes in generating undulations of the coastline is investigated for the Dutch coast. Using parameter values that are appropriate for the Dutch coast it is found that tides can render a straight coastline unstable. The model predicts a fastest growing mode (FGM) with a wavelength that is in the order of the observed length of barrier islands. The mode grows on a time scale of 50 yr and it migrates 200 m per year. The wavelength of the FGM decreases with increasing amplitude of the tidal currents. This result is consistent with data of tides, waves and the lengths of barrier islands that are located along the Dutch and German Wadden coast. 相似文献
17.
Alexander V. Wilchinsky 《地球物理与天体物理流体动力学》2013,107(1-2):15-45
Abstract Stability of two-dimensional stationary continental and marine ice sheets is studied using perturbations of ice sheet surface elevation and the margin position about a steady-state solution. Ice accumulation rate at the upper surface is specified as a function of elevation and span. Ice is considered as a Newtonian fluid. Linearisation and separation of variables yield a non-homogeneous eigenvalue problem. In case when the margin moves, a necessary condition for the existence of a solution is very restrictive on the functions of the bed profile and accumulation rate. The method of separation of variables is applicable when the margin is assumed to be stationary. Singularity of the perturbation at the margin is treated using the method of matched asymptotic expansions. Numerical experiments show that dependence of accumulation rate on elevation contributes strongly towards ice sheet instability. Bed slope, ice thickness at the grounding line of a marine ice sheet and equilibrium line inclination are the main parameters determining the ice sheet reaction to a surface perturbation. 相似文献
18.
Current flow in homogeneous and layered conducting media is analyzed for the case where an axial conductor or cable is present. The cable is characterized by a specified axial impedance and is assumed to be infinite in length. Various configurations are chosen such as a current point source in an infinite, semi-infinite, and layered region where the cable is taken parallel to the interface(s). The resulting formulas for the potentials reduce to known cases in the absence of the cable. Using these formulations, we present some concrete calculated examples that are relevant to resistivity probing of perturbed homogeneous and layered structures. Only the two-electrode array is treated, but various cable orientations are considered. In general, it is found that a long axial conductor such as a bare cable will distort the potential distribution of the current in a major way. This leads to profound departures from the apparent resistivity curves calculated for idealized homogeneous and layered structures.U.S. Government Work not subject to U.S. copyright. 相似文献
19.
H. Prez-de-Tejada 《Journal of Atmospheric and Solar》2005,67(17-18):1786
The general features of the region of interaction of the solar wind with the ionosphere of Venus and Mars are compared using data obtained with the Mariner 5 and the Pioneer Venus Orbiter (PVO) spacecraft for Venus and with the Phobos II, the Mars Global Surveyor (MGS) and the Mars Express spacecraft for Mars. Despite the overall weak intrinsic global magnetic field that is present in both planets there are significant differences in the manner in which the interplanetary magnetic field accumulates and is organized around and within their ionosphere. Such differences are unrelated to the crustal magnetic field remnants inferred from the MGS measurements around Mars. In fact, while in Venus and Mars there is a region in which the magnetic field becomes enhanced as it piles up in their plasma environment it is shown that such a region exhibits different regimes with respect to changes in the ion composition measured outside and within the ionosphere. At Venus the region of enhanced magnetic field intensity occurs in general above the ionopause which represents the boundary across which there is a change in the ion composition with dominant solar wind protons above and planetary O+ ions below. At Mars the region of enhanced magnetic field is located below a magnetic pileup boundary across which there is also a comparable change in the ion composition (solar wind protons above and planetary O+ ions below). It is argued that this difference in the relative position of the region of enhanced magnetic field with respect to that of a plasma boundary that separates different ion populations results from the peculiar response of the ionosphere of each planet to the oncoming solar wind dynamic pressure. While at Venus the peak ionospheric thermal pressure is in general sufficient to withhold the incident solar wind kinetic pressure there is a different response in Mars where the peak ionospheric thermal pressure is in general not large enough to deviate the solar wind. In this latter case the ionosphere is unable to force the solar wind to move around the ionosphere and as a result the oncoming electron population can reach low altitudes where it is influenced by neutral atmospheric particles (the solar wind proton population is replaced at the magnetic pileup boundary which marks the upper extent of the region where the interplanetary magnetic field becomes enhanced). Peculiar conditions are expected near the magnetic polar regions and over the terminator plane where the solar wind is directed along the sides of the planet. 相似文献
20.
In this research, a parametric study is carried out on the effect of soil–structure interaction on the ductility and strength demand of buildings with embedded foundation. Both kinematic interaction (KI) and inertial interaction effects are considered. The sub‐structure method is used in which the structure is modeled by a simplified single degree of freedom system with idealized bilinear behavior. Besides, the soil sub‐structure is considered as a homogeneous half‐space and is modeled by a discrete model based on the concept of cone models. The foundation is modeled as a rigid cylinder embedded in the soil with different embedment ratios. The soil–structure system is then analyzed subjected to a suit of 24 selected accelerograms recorded on alluvium deposits. An extensive parametric study is performed for a wide range of the introduced non‐dimensional key parameters, which control the problem. It is concluded that foundation embedment may increase the structural demands for slender buildings especially for the case of relatively soft soils. However, the increase in ductility demands may not be significant for shallow foundations with embedment depth to radius of foundation ratios up to one. Comparing the results with and without inclusion of KI reveals that the rocking input motion due to KI plays the main role in this phenomenon. Copyright © 2008 John Wiley & Sons, Ltd. 相似文献