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1.
本文比较了GB50011-2010《建筑抗震设计规范》中的地震影响曲线和GB18306-20《中国地震动参数区划图》中使用的设计地震动反应谱,并参考实际工程场地的地震动反应谱,探讨了长周期结构工程地震安全性评价工作中的设计地震动反应谱长周期区段的确定方法。  相似文献   

2.
台湾集集大地震及其余震的长周期地震动特性   总被引:2,自引:1,他引:2       下载免费PDF全文
李春锋  张旸  赵金宝  唐晖 《地震学报》2006,28(4):417-428
用丰富的高质量数字强震记录对台湾集集大地震及余震的长周期地震动特性进行了研究. 本文主要研究了长周期地震动的强度随震级、距离及场地条件的变化情况;同时对近断层的长周期地震动特性进行了分析. 结果表明,集集大地震及余震的长周期地震动反应谱的形状主要受场地条件和震级控制(D+E类场地的反应谱要比B+C类的宽,震级大的反应谱要比震级小的宽),而受距离影响并不显著;近断层长周期地震动明显受断层活动特性影响:上盘的长周期地震动比下盘的强,北部的比南部的强.   相似文献   

3.
设计反应谱长周期区段的研究   总被引:24,自引:7,他引:17  
本文利用近20年国内外大地震时获得的数字强震仪记录分析强震动的长周期分量特性,给出了不同场地上的平均加速度反应谱及其拟合曲线。结果表明,现行抗震设计规范中设计谱的特征周期和长周期谱值明显偏小。在此基础上提出了长周期设计反应谱的修正建议。文中还根据统计分析提出了不同阻尼比的反应谱修正公式。  相似文献   

4.
收集273条地震动信息并进行滤波处理,综合考虑地震动断层距、PGA、PGV/PGA及平均周期等地震动基本参数指标,对比其反应谱、傅里叶谱以及能量谱,归纳了近场脉冲、远场类谐和这2类特殊长周期地震动与近、远场普通地震动的界定标准;通过引入能量持时占比及地震动长周期分量能量占比等频谱参数,用于复核长周期地震动界定结果。结果表明:长周期地震动的反应谱衰减速率慢,在长周期段的谱值大于普通地震动;长周期地震动具有能量大且集中于低频区域的特点。  相似文献   

5.
SMART-1台阵记录的长周期反应谱特性   总被引:3,自引:0,他引:3  
利用台湾SMART-1台阵的数字强震仪加速度记录分析了同类场地上的地震动长周期分量特性,结果表明:同一次地震震中距基本相同的同类场地加速度反应谱短周期部分有较明显的差别,长周期部分则基本相同;震级和震中距对短周期反应谱影响明显,对长周期反应谱也有一定影响。最后将SMART-1台阳场地的平均谱与新的建筑抗震设计规范修订稿中提出的设计反应谱作了比较。  相似文献   

6.
计算地震动长周期反应谱的转换模型和方法   总被引:1,自引:0,他引:1  
为减小长周期反应谱的计算误差,本文提出一个计算长周期反应谱的转换模型和与之相应的精确计算方法。该模型以地震动的速度和位移为输入荷载,有利于对荷载信号中的长周期噪声进行有效的控制,能够有效提升长周期地震动反应谱的计算精度和可靠性。  相似文献   

7.
山地和平原地形在破坏性地震中对震害和地震动有很大影响,不同地形对地震动有不同的地形效应。为研究山地和平原地形对地震动的影响规律,基于集集地震后续M L6.6余震的强震观测记录,对位于不同地形且与震中位于同一直线上的四个强震台记录处理计算,从波形特征、频谱分析、加速度反应谱计算、与规范谱比较等方面进行对比分析,完成长周期地震动反应谱分布的计算。研究表明,山地地形对地震动的高频成分有地形放大效应,沉积平原对地震动的低频长周期部分有放大作用,并且长周期反应谱的峰值区域始终位于沉积平原中部。平原上强震记录产生的长周期放大系数谱已超出规范谱,沉积平原上长周期建筑的抗震设防应引起重视。  相似文献   

8.
地震波散射问题的解析解是研究局部场地、地形、盆地等不规则地层结构对地震动参数放大效应影响的重要理论工具。现有解析解大部分在频域内给出,无法直接用于研究不规则地层结构对地震动峰值、反应谱等参数的放大效应。本文基于平面SH波入射下圆弧状沉积盆地动力响应宽频带稳态解析解,通过Fourier变换,获取瞬态响应解析解。基于此,研究El Centro波入射下,沉积盆地对地震动峰值加速度、峰值速度、峰值位移及不同周期反应谱的放大效应。研究结果表明,盆地宽度和深度、沉积介质波速、入射波角度等对盆地放大效应具有显著影响,地震动反应谱谱比最大值超过2.0,且宽度达10 km的较大型盆地对长周期地震动参数具有显著放大效应,对于位于该类盆地的超高层建筑、大型储液罐、大跨度桥梁等长周期结构,应充分考虑盆地对抗震设防参数的影响。  相似文献   

9.
汶川地震远场地震动特征及其对长周期结构影响的分析   总被引:5,自引:0,他引:5  
汶川8.0级大地震中,中国数字强震动台网获得了大量的数字强震动记录,这些记录特别是远场记录具有丰富的长周期地震动分量。本文根据东南强震动中心获取的区域数字强震动记录,分析汶川8.0级地震的远场地震动特征,研究了基岩场地及深厚软弱场地的长周期地震动及其差异;根据长周期结构的特点,选取建于深厚软弱场地上的江苏A050强震台的超长地震记录进行结构地震反应分析,研究汶川8.0级地震对远场长周期结构的影响,并结合实际震害特点,提出了长周期结构抗震及地震安全对策中一些值得注意和思考的问题。  相似文献   

10.
汶川地震远场地震动场地相关性与分析方法评价   总被引:1,自引:0,他引:1       下载免费PDF全文
为考查远场地震动的场地相关性并评价一些场地特性分析方法的适用性,采用不同方法对汶川地震山东省12个远场台站的强震记录进行了分析.选取台站分别位于按建筑抗震设计规范(CBC)场地划分中的Ⅰ—Ⅲ类场地上.地震动记录的分析方法包括傅里叶幅值谱法,地震反应谱法,水平与竖向谱比率法,参考点谱比率法,以及尾波分析等.结果表明,按傅里叶幅值谱法,地震反应谱法,水平与竖向谱比法计算得到的卓越周期均远大于台站场地的卓越周期,不同方法得到的结果之间也有较大差别,且主要反映长周期地震动的卓越频率;参考点谱比率法的结果未反映地震动的卓越周期,也与场地的卓越周期差别较大;对完整记录尾波分析所得的结果比较接近场地的卓越周期.希望本文能为考虑远场地震作用时设计谱的建立,以及场地特性估计时地震动分析方法的选取提供参考依据.  相似文献   

11.
A seismological overview of long-period ground motion   总被引:1,自引:1,他引:0  
Long-period ground motion has become an increasingly important consideration because of the recent rapid increase in the number of large-scale structures, such as high-rise buildings and oil storage tanks. Large subduction-zone earthquakes and moderate to large crustal earthquakes can generate far-source long-period ground motions in distant sedimentary basins with the help of path effects. Near-fault long-period ground motions are generated, for the most part, by the source effects of forward rupture directivity. Far-source long-period ground motions consist primarily of surface waves with longer durations than near-fault long-period ground motions. They were first recognized in the seismograms of the 1968 Tokachi-oki and 1966 Parkfield earthquakes, and their identification has been applied to the 1964 Niigata earthquake and earlier earthquakes. Even if there is no seismogram, we can identify far-source long-period ground motions through the investigation of tank damage by liquid sloshing.  相似文献   

12.
ntroductionThestudyachievementsoncharacteristicsofresponsespectrumfromstronggroundmotionrecordshavebenwidelyappliedtoseismicd...  相似文献   

13.
Analysis of sustained long-period activity at Etna Volcano, Italy   总被引:1,自引:0,他引:1  
Following the installation of a broadband network on Mt. Etna, sustained Long-Period (LP) activity was recorded accompanying a period of total quiescence and the subsequent onset of the 2004–2005 effusive episode. From about 56000 events detected by an automatic classification procedure, we analyse a subset of about 3000 signals spanning the December 17th, 2003–September 25th, 2004, time interval. LP spectra are characterised by several, unevenly-spaced narrow peaks spanning the 0.5–10 Hz frequency band. These peaks are common to all the recording sites of the network, and different from those associated with tremor signals. Throughout the analysed time interval, LP spectra and waveforms maintain significant similarity, thus indicating the involvement of a non-destructive source process that we interpret in terms of the resonance of a fluid-filled buried cavity. Polarisation analysis indicates radiation from a non-isotropic source involving large amounts of shear. Concurrently with LP signals, recordings from the summit station also depict Very-Long-Period (VLP) pulses whose rectilinear motion points to a region located beneath the summit craters at depths ranging between 800 and 1100 m beneath the surface. Based on a refined repicking of similar waveforms, we obtain robust locations for a selected subset of the most energetic LP events from probabilistic inversion of travel-times calculated for a 3D heterogenous structure. LP sources cluster in a narrow volume located beneath the summit craters, and extending to a maximum depth of ≈ 800 m beneath the surface. No causal relationships are observed between LP, VLP and tremor activities and the onset of the 2004–2005 lava effusions, thus indicating that magmatic overpressure played a limited role in triggering this eruption. These data represent the very first observation of LP and VLP activity at Etna during non-eruptive periods, and open the way to the quantitative modelling of the geometry and dynamics of the shallow plumbing system.  相似文献   

14.
We present analyses of two swarms of long-period (LP) earthquakes at > 30 km depth that accompanied the geodetically observed 2002–2005 Mauna Loa intrusion. The first LP earthquake swarm in 2002 consisted of 31 events that were precursory and preceded the start of Mauna Loa inflation; the second LP swarm of two thousand events occurred from 2004–2005. The rate of LP earthquakes slowed significantly coincident with the occurrence of the December 26, 2004 Mw 9.3 Sumatra earthquake, suggesting that the seismic waves from this great earthquake may have had a dynamic triggering effect on the behavior of Mauna Loa's deep magma system. Using waveform cross correlation and double difference relocation, we find that a large number of earthquakes in each swarm are weakly similar and can be classified into two families. The relocated hypocenters for each family collapse to compact point source regions almost directly beneath the Mauna Loa intrusion. We suggest that the observed waveform characteristics are compatible with each family being associated with the resonance of a single fluid filled vertical crack of fixed geometry, with differences in waveforms between events being produced by slight variations in the trigger mechanism. If these LP earthquakes are part of the primary magma system that fed the 2002–2005 intrusion, as indicated by the spatial and temporal associations between mantle seismicity and surface deformation, then our results raise the possibility that this magma system may be quite focused at these depths as opposed to being a diffuse network. It is likely that only a few locations of Mauna Loa's deep magma system met the geometric and fluid dynamic conditions for generating LP earthquakes that were large enough to be recorded at the surface, and that much of the deep magma transfer associated with the 2002–2005 intrusion occurred aseismically.  相似文献   

15.
关于上海市<建筑抗震设计规程>中长周期设计反应谱的讨论   总被引:11,自引:1,他引:10  
在上海市地方标准《建筑抗震设计规程》(DBJ08-9-92)及其1996年局部修订增补版本中、对上海市类场地建筑结构的地震影响系数进行了特殊规定,并将结构自振 周期延长到10s,同时给出了三条加速度时程用于时程分析。本文主要针对《建筑抗震设计规程》中有关长周期反应谱部分的规定,根据国内外的研究现状,进行一些探讨,指出所提供的一条人造地震动时程和两条国外加速度记录用于上海市IV类场地长周期建筑结构的  相似文献   

16.
长周期形变波特征分析   总被引:2,自引:0,他引:2  
利用一些大地震前观测到的短临和临震地震前兆异常资料,综述了多年来长周期形变波观测事实和研究状况.利用地震前后记录到的典型震例异常图像的特点、形态、量级,多层次分析了长周期形变波的异常持续时间,有效监测范围,主震震级范围,异常形态,周期及传播速度特性.结果表明:长周期形变波异常持续时间多为震前几个小时到6.5天,对应地震...  相似文献   

17.
Seismic activity recorded at Mount Etna during 1992 was characterized by long-period (LP) events and tremor with fluctuating amplitudes. These signals were associated with the evolution of the eruptive activity that began on December 14, 1991. Following the occurrence of numerous volcano-tectonic earthquakes at the onset of the eruption, LP events dominated the overall seismicity starting in January, 1992. The LP activity occurred primarily in swarms, which were temporally correlated with episodic collapses of the crater floor in the Northeast Crater. Source depths determined for selected LP events suggest a source region located slightly east of Northeast Crater and extending from the surface to a depth of 2000 m. Based on the characteristic signatures of the time series, four families of LP events are identified. Each family shares common spectral peaks independent of azimuth and distance to the source. These spectral features are used to develop a fluid-filled crack model of the source. We hypothesize that the locus of the LP events represents a segment of the magma feeding system connecting a depressurizing magma body with a dike extending in the SSE direction along the western wall of Valle del Bove, toward the site of the Mount Etna eruption. We surmise that magma withdrawal from the source volume beneath Northeast Crater may have caused repeated collapses of the crater floor. Some collapse events may have produced pressure transients in the subjacent dike which acted as seismic wave sources for LP events.  相似文献   

18.
隔震结构具有较长自振周期,且容易受地震动长周期特性的影响,因此其在长周期地震动作用下的抗震性能值得研究。以某基于规范设计的基础隔震结构为例,通过对该结构在规范规定地震作用和远场长周期地震作用下的地震响应进行分析和对比,研究长周期地震动对结构地震响应的影响;通过对钢筋和混凝土的损伤状态进行定义和标识,探讨长周期地震作用下基础隔震结构的损伤分布规律。研究结果表明,长周期地震动作用下隔震结构发生破坏的概率远大于具有相同峰值地面加速度的普通地震动,其中长周期地震动反应谱的谱峰值"后移"被认为是造成这种情况的主要原因,且长周期地震动作用下隔震结构的损伤分布并不均匀,其主要集中在结构的底层。  相似文献   

19.
Two large earthquakes (an earthquake doublet) occurred in south-central Turkey on February 6, 2023, causing massive damages and casualties. The magnitudes and the relative sizes of the two mainshocks are essential information for scientific research and public awareness. There are obvious discrepancies among the results that have been reported so far, which may be revised and updated later. Here we applied a novel and reliable long-period coda moment magnitude method to the two large earthquakes. The moment magnitudes (with one standard error) are 7.95±0.013 and 7.86±0.012, respectively, which are larger than all the previous reports. The first mainshock, which matches the largest recorded earthquakes in the Turkish history, is slightly larger than the second one by 0.11±0.035 in magnitude or by 0.04 to 0.18 at 95% confidence level.  相似文献   

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