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261.
兴海6.6级地震灾害调查与损失评估 总被引:3,自引:0,他引:3
2000年9月12日青海省兴海县发生6.6级地震,青海省地震局为本次地震进行了地震灾害调查和损失评估。 相似文献
262.
研究和剖析了两次溧阳地震孕育和发生的主要地质因素,新生代茅东裂陷盆地;茅东与南京-溧阳两玄武岩喷发带的交汇;茅东断裂带最活动的上沛带;震源区地壳层圈构造(深、浅变质岩界面和低速层)与茅东部断裂带中、深脆-韧性剪切段的复合。探讨了控制溧阳震震级的因素;茅东断裂带属Ⅱ级断裂,茅东裂陷盆地属中、小型裂陷盆地,因此,决定溧阳地震震级为5.0-6.0的中强地震。 相似文献
263.
on Septmeber 23,1999,an earthquake swarm occured in Fuzhou,Because the swarm occurred in the region where earthquaks occurred scarcely before and very close to the center of the city as well as shortly after the Jiji earthquake with Ms7.6 in Taiwan,September 21,1999,has aroused interest broadly.In this paper,we analyzed the characteristics of spatial and temporal distribution of the earthquake swarm and validated magnitude-number constituent of the swarm is special.In present theory,the earthquake swarm means that a small scale macro original rupture has formed in the layer of the crust in Fuzhou region where moderately strong earthquake risk exists. 相似文献
264.
Cheng Kuei-Hsiang 《中国地震研究》2001,15(3):311-320
INTRODUCTIONSeveMmethdsdPOtential analyslsfor medium-and short-termpredlctlon dl’l;lln shocks weredevelopedbaseduponthe pnnclpledInaccufatemeasurementoffOCfOCustheoryaMthepattemdmainshocks.These analytic methods can be used to predict strong earthop拙es In shallow layers on thesubducting plate boundeq In squeezed zones.More than a half of strong earthquakes In the world。located inthe shallow depth tthe suMuctingplate boundw In s仰eezed zones.This paPerfirst Statesthe philoso… 相似文献
265.
This paper points to the need for seismic risk and vulnerability assessment of infrastructure systems, most notably tall structures and coastal facilities, in Kuwait and other Arabian Gulf countries. Building codes in the region currently lack seismic provisions, despite evidence of a potential threat from large-magnitude earthquakes originating from the southern part of the Zagros fold belt. The historical record of Iranian earthquakes that may have caused significant ground motion in the Gulf region is examined, as are reports of coastal damage from tsunamis. Various specific tasks, expected to constitute research priorities of a Joint Center for Risk Research, a cooperative research program involving Princeton and Kuwait Universities, are outlined. 相似文献
266.
M. I. Todorovska S. S. Ivanovi M. D. Trifunac 《Soil Dynamics and Earthquake Engineering》2001,21(3):705
For transient, high frequency, and pulse like excitation of structures in the near field of strong earthquakes, the classical design approach based on relative response spectrum and mode superposition may not be conservative. For such excitations, it is more natural to use wave propagation methods. In this paper (Part I), we review several two-dimensional wave propagation models of buildings and show results for theoretical dispersion curves computed for these models. We also estimate the parameters of these models that would correspond to a seven-story reinforced concrete building in Van Nuys, California. Ambient vibration tests data for this building imply vertical shear wave velocity βz=112 m/s and anisotropy factor βx/βz=0.55 for NS vibrations, and βz=88 m/s and βx/βz=1 for EW vibrations. The velocity of shear waves propagating through the slabs is estimated to be about 2000 m/s. In the companion paper (Part II), we estimate phase velocities of vertically and horizontally propagating waves between seven pairs of recording points in the building using recorded response to four earthquakes. 相似文献
267.
SOURCE RADIATION AND RESPONSES OF WAVE PROPAGATION 总被引:2,自引:0,他引:2
Recordings of seismic waves propagating from earthquake source to a station at the earth's surface are a system response function.The convolution operator in time domain can be simplified as a multiplication operator in frequency domain.We discuss in frequency domain the separation of source,path and site effects for global scaling of earthquake source radiation.Also discussed are source scaling model,faulting mechanism,and the H/V inversion problems with crustal and near surface structures.Gross features of apparent source spectra appear to be not much region-dependent although there may be difference between tectonic styles within a region of tectonic mixture for which we need further study as data accumulate.Vertical spectra may be a better approach to approximate source radiation,as it has less crustal amplification effects than horizontal spectra.The H/V ratio is evidently a comprehensive indicator of amplification effects from near surface to deep structure.This gives it potential as an inversion tool to deduce site crustal structure. 相似文献
268.
The Athens earthquake (7 September 1999): intensity distribution and controlling factors 总被引:1,自引:0,他引:1
The Athens earthquake, Ms=5.9, that occurred on 7th September 1999 with epicenter located at the southern flank of Mount Parnitha (Greece, Attiki) according to instrumental data, is attributed to the reactivation of an ESE–WNW south- dipping fault without surficial expression. The earthquake caused a large number of casualties and extensive damage within an extended area. Damage displayed significant differentiation from place to place, as well as a peculiar geographic distribution. Based on geological, tectonic and morphological characteristics of the affected area and on the elaboration of damage recordings for intensity evaluation, it can be safely suggested that intensity distribution was the result of the combination of a number of parameters both on macro and microscale. On the macroscale, the parameters are the strike of the seismogenic fault, seismic wave directivity effects and to an old NNE–SSW tectonic structure, and they are also responsible for the maximum intensity arrangement in two perpendicular directions ESE–WNW and NNE–SSW. On the microscale, site foundation formations, old tectonic structures buried under recent formations and morphology are the parameters that differentiated intensities within the affected area. 相似文献
269.
利用反映震级-频度关系的参量C值,η值,b值和b值谱以及反映地震空间分布的森下指等研究了近海地震活动的一些主要特征,发现近海强震前地震活动性指标及图象的变化特征与陆地上强震前的特征存在一定差异;给出了新研究的可用于近海及滨海地区强震预报的短期和临震 相似文献
270.
随机地震动场激励下拱坝多点输入的抗震可靠度分析 总被引:5,自引:3,他引:5
本文首次将空间随机地震场输入用于拱坝随机振动分析之中,与拱坝三维动力学有限元法结合,完成了三维拱坝在空间随机地震动场作用下的随机振动分析方法及算法的研究,另外考虑动力和静力的叠加,提出了三维空间随机地震动场的拱坝抗震可靠度分析方法,最后编制了相应的程序,对小湾拱坝进行了抗震可靠度分析,并与随机变量的结果进行了比较。 相似文献