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1 概况新疆防御自然灾害研究所成立于 1993年 ,其前身是新疆地震局地震地质队和工程地震研究室。二者曾在新疆开展了大量地震地质与工程方面的研究和工程技术咨询服务 ,例如富蕴地震断裂带研究、阿尔金断裂带研究、可可托海—二台断裂带活断层地质填图、天山活断层填图、乌鲁木齐市活断层研究、新疆古地震研究、乌鲁木齐市地震小区划、伊宁市地震小区划、库尔勒抗震设防规划以及泽普石油基地等场地的地震安全性评价等工作 ,取得了丰富的研究成果 ,为新疆的防震减灾工作做出了很大贡献。同时积累了宝贵的基础资料 ,并且培养出一支较高素质和… 相似文献
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西安、宝鸡两市的地震小区划工作分别于一九八二年和八三年开始,两市的地震小区划研究皆由国家地震局兰州地震研究所工程地震研究室承担。小区划过程中,进行了野外考察,收集和补充了大量的地震地质、水文地质、工程地质、历史地震以及地震活动性等资料;开 相似文献
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前不久,新疆维吾尔自治区物价局印发了《关于调整我区部分地震安全性评价收费标准的通知》。该收费标准规定在新疆维吾尔自治区境内的各类新建、扩建、改建工程项目、城镇及工矿企业区的地震小区划、震害预测等,均应按此规定标准进行收费管理。地震安全性评价收费项目包括：地震烈度复核、地震危险性分析、确定地震动参数、地震小区划、区域及场区地震地质稳定性评价、场地断层活动性研究、地震地质灾害评价和震害预测等。地震安全性评价收费标准规定,地震安全性评价工作必须根据中国地震局颁发的《工程场地地震安全性评价工作规范》（Ｄ… 相似文献
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中国大陆走滑断层段强震非均匀分布特性及其在工程地震中的应用 总被引：3，自引：0，他引：3
通过对中国大陆51条以走滑活动为主的断层段上强震分布的统计分析，得出强震沿活动断层段的分布是非均匀的，具有趋近段落中心的特点。并建立了强震沿活动断层段的非均匀分布模型，其概率分布密度p(K)与K的关系可以表述为p(K)=1．1206e^-3947K^2(K为宏观震中到断层段中心的距离与断层段半长度之比)。地震危险性分析结果表明，相对于均匀模型，采用非均匀模型导致了地震危险性分析结果有意义的变化，特别是对高震级档年发生率较高的潜在震源区及其附近地区的地震危险性分析结果有明显的影响。该非均匀模型的应用对地震爪小区划和重大工程场地地震安全性评价有一定的意义。 相似文献
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山西临汾是 16 95年 7 级地震的震中。临汾郭家庄断层剖面出露于汾河三级阶地的陡坎上 ,于 1985年进行“鄂尔多斯周缘活动断裂系研究”时发现 ,该断层在这次地震时发生错动 ,断达清朝晚期文化层 ;1990年进行“临汾地震小区划”时 ,发现山西省临汾郭家庄小学教学楼基坑断层发育 ,并确定这些断层是 16 95年图 1 山西临汾郭家庄断裂临汾税务局家属院北路基剖面图Fig.1 The basic cross- section of the north road in the living gard of Linfen Tax Bureau of Guojiazhuang fault in Linfen,Shanxi图 2 断裂剖面出露位置左侧为图 3断… 相似文献
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以兰州为例研究了中国西北黄土地区河谷城市的地震动参数小区划特征,论证了选择输入地震动的重要性以及地震动参数分区和当地场地特征、土层分类以及地貌分区的关系。根据兰州市区的场地条件和大量的计算结果将市区划分为三个小区,给出了各小区的设计地震动参数,编制出设计地震动参数小区划图。 相似文献
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G. Milana R. M. Azzara E. Bertrand P. Bordoni F. Cara R. Cogliano G. Cultrera G. Di Giulio A.M. Duval A. Fodarella S. Marcucci S. Pucillo J. R��gnier G. Riccio 《Bulletin of Earthquake Engineering》2011,9(3):741-759
After the 2009 April 6th Mw 6.3 L??Aquila earthquake (Central Italy) the Italian Civil Defense Department promoted the microzoning study in the ten zones in the epicentral area that suffered major damage. In this paper we present the activities and the results concerning a temporary seismic network installed in the historical L??Aquila city center indicated as ??macroarea 1?? in the microzoning project. Seismic data were collected to investigate the amplification effects in the city and to support the microzoning activities in verifying both geological profiles and 1D numerical modeling of the seismic response of the city. The conventional spectral approaches using both microtremor and earthquake data allowed to determine the fundamental resonance frequencies and the amplification factors within the city respectively. The spatial variability of these quantities can be related to the geological and geomorphologic characteristics of the investigated area. A comparison between the network data and the data recorded by the two strong motion instruments installed in the city was also made. This allows verifying the relative response of the accelerometric stations that recorded in the city the major events of the sequence. 相似文献
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秦王川盆地西缘断裂发育于陇中盆地地震构造区内部,本文对其进行了综合研究。浅层人工地震探测表明,该断裂在最小埋深130m处有显示,联合钻探结果表明该深度处为新近纪湖相沉积地层,泥岩层顶面向盆地方向呈斜坡状,槽探未揭露出断层。综合研究表明该断裂发育在新近纪地层内部,并未上穿第四纪沉积物,属于前第四纪隐伏断层。秦王川盆地在古近纪—新近纪山间泛湖盆的基础上,由于区域构造应力不均匀挤压抬升,形成山间负向地形,成为第四纪多变环境下河流堆积的拗陷盆地。秦王川盆地西缘断裂不具有控制中强地震空间分布的作用和形成地表破裂的能力,对盆地的构造稳定性不构成影响,亦不影响兰州新区的规划发展。 相似文献
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非发震断层的地震效应问题 总被引：9，自引：0，他引：9
本文采用二维动态有限元分析的方法，排除了影响宏观震害的其它因素，建立非发震断层的场地地震反应分析模型。计算中较全面地考虑了断层破碎带的尺度及带内岩土物理力学性能、断面产状、断层错距、覆盖层厚度、基岩起伏、输入波动力特性等一系列因素对地面峰值加速度及相对加速度反应谱的影响，并结合有关宏观震害资料从不同的角度对这些问题进行了初步的分析和探讨，认为非发震断层所表现出来的实际地震效应具有很大的随机性，其随机程度受控于断层自身要素的组合型式及各种外部条件。 相似文献
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B. Pace D. Albarello P. Boncio M. Dolce P. Galli P. Messina L. Peruzza F. Sabetta T. San�� F. Visini 《Bulletin of Earthquake Engineering》2011,9(1):199-230
After the April 6th 2009 L’Aquila earthquake (M
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6.3), where 306 people died and a further 60,000 were displaced, seismic microzoning investigations have been carried out
for towns affected by a macroseismic intensity equal to or greater than 7 MCS. Based upon seismotectonic data, historical
seismicity and strong motion records, we defined input spectra to be used in the numerical simulations of seismic microzoning
in four key municipalities, including the town of L’Aquila. We adopted two main approaches: uniform hazard response spectra
are obtained by a probabilistic seismic hazard assessment introducing some time-dependency for individual faults on the study
area; a deterministic design spectrum is computed from magnitude/distance pairs extracted by a stationary probabilistic analysis
of historical intensities. The uniform hazard spectrum of the present Italian building code represents the third, less restrictive,
response spectrum to be used for the numerical simulations in seismic microzoning. Strong motions recordings of the main shock
of the L’Aquila sequence enlighten the critical role played by both the local response and distances metric for sites located
above a seismogenic fault; however, these time-histories are compatible with the uncertainties of a deterministic utilization
of ground motion predictive equations. As recordings at very near field are rare, they cannot be neglected while defining
the seismic input. Disaggregation on the non-Possonian seismotectonic analysis and on the stationary site-intensity estimates
reach very similar results in magnitude-distance pairs identification; we interpret this convergence as a validation of the
geology-based model by historical observations. 相似文献
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城市是人口密集、财富集中的区域,也是需要采取特别抗震设防措施的重点地区。地震小区划是精细划分城市抗震设防单元的重要技术途径,可以帮助摸清城市所面临的潜在地震灾害风险,并为城市规划和建设提供更加科学的抗震设防要求。1986—2022年6月,中国共完成城市地震小区划项目369个,地震小区划总面积22856.6km2,涉及61.3%的省会城市和直辖市、33%的设区的市和地(州、盟)驻地城市以及14.1%的县(市、区、旗)所在城市。本文利用文献调研和统计学方法,系统总结了中国城市地震小区划工作开展情况,分析存在的问题,并对今后推进地震小区划工作提出了建议。 相似文献
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Jiří Zahradník Vlastislav Červený Vladimír Barták Reviewer V. Kárník 《Studia Geophysica et Geodaetica》1981,25(4):343-355
Summary Seismic microzoning of Prague was performed using geological data and seismic response (ground shaking) computations. The Prague territory was covered by a square grid, each square 250 m×250 m being characterized by a simplified geological cross-section from the Earth's surface to the bedrock boundary. The data were obtained from detailed engineering-geological maps 1:5000. The geological cross-sections were transformed into a set of layered models, specified by the thicknesses of individual layers and corresponding compressional and shear-wave velocities, densities and parameters of the causal absorption. The seismic responses were computed by the matrix method. The main amplitude and frequency characteristics of the responses are demonstrated in the form of microzoning maps. The maps do not depend on the specific type of seismic excitation. They make it possible to predict the relative amplification of P and S waves, with respect to the bedrock outcrop, all over the city. 相似文献
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Leonardo Alvarez Franco Vaccari Giuliano F. Panza Ramn Pico 《Soil Dynamics and Earthquake Engineering》2005,25(5):383-401
Synthetic seismograms (P-SV and SH waves) have been calculated along six profiles in Santiago de Cuba basin, with a cutoff frequency of 5 Hz, by using a hybrid approach (modal summation for a regional 1D structure plus finite differences for a local 2D structure embedded in the first). They correspond to a scenario earthquake of MS=7 that may occur in Oriente fault zone, directly south of the city. As initial data for a seismic microzoning, the characterisation of earthquake effects has been made considering several relative (2D/1D) quantities (PGDR, PGVR, PGAR, DGAR, IAR—ratios of peak ground values of displacement, velocity and acceleration, and of design ground acceleration and Arias intensity-, etc.) and functions representative of the ground motion characteristics in soil (2D) with respect to bedrock (1D). The functions are the response spectra ratio RSR(f), already routinely used in this kind of work, and the elastic energy input ratio EIR(f), defined, for the first time, in this paper. These data, sampled at 115 sites within all the profiles have been classified in two steps, using logical combinatory algorithms: connected components and compact sets. In the first step, from the original ground motion parameters or functions extracted from the synthetic seismograms, nine sets have been classified and the partial results show the spatial distribution of the soil behaviour as a function of the component of motion. In the second step, the results of the classification of the nine sets have been used as input for a further classification that shows a spatial distribution of sites with a quasi-homogeneous integral ground motion behaviour. By adding the available geological surface data, a microzoning scheme of Santiago de Cuba basin has been obtained. 相似文献