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根据四川及邻区的地震构造背景、地震活动特征等,相对于《中国地震动参数区划图(2001)》采用的大尺度地震带划分方案("大带方案"),在较小尺度上划分出了川滇块体地震带、甘南川北地震带、四川盆地地震带("小带方案").采用相同的原则和方法,分别统计得出了"大带方案"、"小带方案"的地震活动性参数.对比分析表明,在同一地区,不同的地震带划分方案将得到代表不同地震活动水平的地震活动性参数.大尺度地震带划分方案很可能低估高震级档地震的年发生率.采用小尺度的地震带划分方案,可以更加真实地反映区域的地震活动的水平,较好体现控制建筑物抗倒塌的地震作用的水平,有利于编制更为真实、安全的抗倒塌区划图. 相似文献
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对现今地壳变形资料在地震区划中应用的初步探讨 总被引：2，自引：0，他引：2
采用汾渭地震带中段1996～2001年时段内的GPS观测数据,计算了地壳运动速度场,处理得到区内各测点相对水平运动矢量。采用均匀弹性体变形模型,计算了变形单元的主应变速率参数;引入地壳变形累积地震矩率的计算方法,探讨了其地震带内地震活动趋势和潜在震源区内大震复发间隔估计的应用问题。结果表明,汾渭地震带中段的地震矩累积速率为4.22×1017Nma,大大高于当前活动期的平均地震矩释放速率,处于地震应变累积阶段,未来地震活动性应比目前有所增强。对定襄潜在震源区和霍州潜在震源区的大震复发间隔估计结果也与采用活断层资料获得的结果相近。说明采用该估算方法具有进一步探讨的价值,特别是对于那些历史地震记录相对短暂或活动构造研究程度较低地区更有实际意义。 相似文献
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临汾盆地地震危险性浅析 总被引：1，自引：0，他引：1
本文通过强震地震穴的地震序列分析，华北地震迁移、汾渭地震带地震丛式分布，和地震丛的强度分析以及汾渭地震带分段及强弱段相间分布特征，与本活动期地震丛活动空间分布等论述了临汾地震的危险性。 相似文献
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鄂尔多斯周缘地震带地震活动的分期和相关分析 总被引：3，自引：0，他引：3
利用最优分割法对鄂尔多斯周缘地震带(区)的地震活动进行了分期,并作了相关分析。结果表明,1000年以来汾渭地震带北段可划为4个活跃期,每个活跃期的中心间距约300年,最大地震为7级,天水—陕南地震带(区)近一、二百年的地震活动可分为持续约10年左右的几个地震簇。所有分期中,海原地震带能量释放最大,且最近仍很活跃。汾渭地震带和海原—银川地震带活跃期存在相关现象,且其南段往往先于北段活跃,目前活动水平较低。该带1900年以来地震还有与河套地震带地震相呼应的现象和沿构造带南北迁移的规律。根据分期和相关结果推测,鄂尔多斯周缘各地震带都存在中强地震背景。其中海原—银川地震带近期发生5—6级或更大地震的可能性较大,天水—陕南地震带近期也有发生中强地震的可能。汾渭地震带虽然存在孕育6级以上大震的背景,但近年还不会发生强震。 相似文献
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本文依据震中迁移、累积频度变化曲线、震级频度关系等的计算方法,对汾渭地震带的地震活动性进行了初步的分析,认为:汾渭地震带Ms≥5.5级的地震活动存在着明显的由北向南自东向西的迁移特点。目前,汾渭地震带正处于第三活跃期的后期,总的地震活动趋势是加强的。今后5～20年内,Ms>5.5级的地震,由北区迁至南区的概率为:0.22～0.64。则中区可能发生Ms=5级左右的地震或震群,南区则有发生Ms≥5.5级地震的可能性。 相似文献
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本文通过汾渭地震带地震活动丛特征的分析、华北地震主体位置的研究,以及强震前震中区震前震的研究,与近百年汾酒带地震活动相比较,认为目前汾渭地震带处于调整区的可能性很大,近几年发生7级以上地震的可能性较小. 相似文献
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汾渭地震带Ms≥6级地震的可公度特征初探及中强地震节律分析 总被引：1，自引：0，他引：1
汾渭地震带M_s≥6级地震在时间上具有可公度性,可公度值为4.09年。中强地震序次节律存在以3为倍数的韵律特征,据此可建立该带M_s≥6级地震可公度性预测公式。对1989年大同M_s=6.1级地震检验表明,预测公式有较强的稳定性和较高的预测精度,结合节律分析可对汾渭地震带今后的中强地震活动作出一定程度的预测。 相似文献
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针对山地地震勘探数据低信噪比问题,近地表散射波分离意义显得尤为突出,地震干涉测量法为此提供了一种技术手段.本文将地震干涉测量理论和散射理论结合起来,导出了近地表散射波地震干涉测量表达式,分为互相关型和褶积型表达式,它们由实际波场和背景波场干涉测量构成.根据近地表散射波分离理论,结合陆上地震勘探实际观测系统,采用褶积和反褶积混合型地震干涉测量配置,用实际地震资料展示了近地表散射波分离技术的应用效果.经过理论分析和砾石区实际资料试验,表明地震干涉测量不仅能分离测线上散射源产生的散射波,而且能分离部分侧面散射波.该技术的优点在于它适应于起伏地形和不均匀近地表结构,并且不需要起伏地形和近地表速度信息.为了从实际资料中消除近地表散射波,本文采用多道匹配滤波自适应减法,在砾石区见到较好效果. 相似文献
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This paper makes a summary of status of delimitation of seismic zones and belts of China firstly in aspects of studying history,purpose,usage,delimiting principles,various presenting forms and main spectialties.Then the viewpoints are emphasized,making geographical divisions by seismicity is just the most important purpose of delimiting seismic belts and the concept of seismic belt is also quite different from that of seismic statistical zone used in CPSHA method.The concept of seismic statistical zone and its history of evolvement are introduced too.Large differences between these two concepts exist separately in their statistical property,actual meaning,gradation,required scale,and property of refusing to overlap each other,aim and usage of delimitation.But in current engineering practice,these two concepts are confused.On the one hand,it causes no fit theory for delimiting seismic statistical zone in PSHA to be set up;on the other hand,researches about delimitation of seismic belts with purposes of seismicity zoning and studying on structural environment,mechanism of earthquake generating also paues to go abead.Major conclusions are given in the end of this paper,that seismic statistical zone bases on the result of seismic belt delimiting,it only arises in and can be used in the especial PSHA method of China with considering spatially and termporally inhomogeneous seismic activities,and its concept should be clearly differentiated from the comcept of seismic belt. 相似文献
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A series of cone penetration tests (CPTs) were conducted in the vicinity of the New Madrid seismic zone in central USA for quantifying seismic hazards, obtaining geotechnical soil properties, and conducting studies at liquefaction sites related to the 1811–1812 and prehistoric New Madrid earthquakes. The seismic piezocone provides four independent measurements for delineating the stratigraphy, liquefaction potential, and site amplification parameters. At the same location, two independent assessments of soil liquefaction susceptibility can be made using both the normalized tip resistance (qc1N) and shear wave velocity (Vs1). In lieu of traditional deterministic approaches, the CPT data can be processed using probability curves to assess the level and likelihood of future liquefaction occurrence. 相似文献
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A risk-targeted design spectral acceleration and the corresponding seismic design action for the force-based design of structures is introduced by means of two formulations. The first one called direct formulation utilizes the seismic hazard function at the site of the structure. Because the seismic action defined in the codes is often associated with a designated return period, an indirect formulation is also introduced. It incorporates a risk-targeted safety factor that can be used to define a risk-targeted reduction factor. It is shown that the proposed formulations give analogical results and provide an insight into the concept of the reduction of seismic forces for the force-based seismic design of structures if the objective is defined by a target collapse risk. The introduced closed-form solution for the risk-targeted reduction factor can be used to investigate how the target collapse risk, the seismic hazard parameters, the randomness of the seismic action, and the conventional parameters (ie, the overstrength factor and the deformation and energy dissipation capacity) affect the seismic design forces in the case of force-based design. However, collaborative research is needed in order to develop appropriate models of these parameters. In the second part of the paper, the proposed formulations are demonstrated by estimating the risk-targeted seismic design action for a six-storey reinforced concrete building. By verifying the collapse risk of the designed structure, it is demonstrated that the risk-targeted seismic action, in conjunction with a conventional force-based design, provided structure with acceptable performance when measured in terms of collapse risk. 相似文献
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鹫峰，坐落于北京海淀区北安河乡，其山顶的两座山峰好似一只展翅欲飞的鹫鸟而得名。它不仅以蜿蜒曲折、直达鹫峰山顶的盘山古道和雄奇秀丽的景色吸引众多游客，而且更以那丰富的植物资源所构成的自然风光闻名于京城。鹫峰古迹众多，有建于辽代的鹫峰山庄，明正德6年所建的秀峰寺，咸丰9年的响塘，在鹫峰山脚下绿荫掩映着一座花岗岩石垒砌而成的、古朴的2层楼阁式建筑，这就是我国近代自己创建的第一座地震台——鹫峰地震台。 1 鹫峰地震台的创建 1920年12月16日，宁夏（当时属甘肃）海原发生8.5级特大地震，伤亡损失极其惨重，约有20余万… 相似文献
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In this paper, the configuration and working mechanism of the recently developed double spherical seismic isolation （DSSI） bearing are introduced in detail. Then, vertical displacement of the DSSI bearing due to sliding on a spherical surface is analyzed. The results from seismic performance testing of the bearing are given, and a numerical analysis of a four span continuous girder bridge is performed. The numerical analysis compares the influence of three different bearing arrangement schemes on the structural seismic response, and the results show that the DSSI bearing is effective in increasing the vertical load bearing capacity, reducing the vertical displacement, and controlling the energy dissipation capacity within a certain range. 相似文献