2019-12-26湖北应城M4.9地震强震动特征分析     

李恒  雷东宁  范珂显 《大地测量与地球动力学》2020,40(6):551-554

对2019-12-26湖北应城M4.9地震的强震加速度记录进行基线校正和滤波处理,分析地震动场的分布特征。结果表明,此次地震记录的峰值加速度（PGA）随距离衰减较快;场地效应、上盘效应和破裂方向性效应共同导致地震动产生巨大差异。对应城地震台的强震记录进行旋转,其顺断层方向记录与垂直断层向和垂直向记录差异明显,存在一段周期约为0.3 s的类简谐强震动,与以走滑为主的震源机制相吻合。  相似文献   

Characteristics of frequency content of near-fault ground motions during the Chi-Chi earthquake     

徐龙军  谢礼立 《地震学报(英文版)》2005,18(6):707-716

Introduction The dynamic response of structural systems subjected to earthquake ground shaking is sig-nificantly affected by the frequency content of input ground motions. When the frequency content of a predominant earthquake ground motion closely matches the natural period of a structural sys-tem, the dynamic response is significantly enhanced and thus may cause severe damage (Chopra, 1995). Therefore, it is of great importance to evaluate the frequency content of ground motions. In recent …  相似文献   

北京地区近断层强地震动模拟   总被引：4，自引：0，他引：4       下载免费PDF全文

潘波  许建东  关口春子  何宏林 《地震地质》2006,28(4):623-634

文中利用1679年三河-平谷8级地震的有关资料和北京地区地下三维结构的研究成果,建立了相应的震源模型和传播介质模型。利用Graves的三维有限差分程序,计算了北京地区震后的地面峰值速度。通过对计算结果的分析处理,获得了近断层强地震动的近断层效应、方向性效应、上盘效应和盆地效应等基本特征。同时,这些特征也反映了我们所设定的震源和传播介质参数的合理性,以及模拟方法的正确性。另外,分析处理中所获得的这些结果可为北京地区的城市规划和抗震设防提供客观的参考依据  相似文献   

Rupture process of November 6,1988,Lan-cang-Gengma,Yunnan,China,earthquake of M_s=7.6 using empirical Green’s function de-convolution method     

吴忠良  陈运泰 《地震学报(英文版)》1998,(1)

ＲｕｐｔｕｒｅｐｒｏｃｅｓｏｆＮｏｖｅｍｂｅｒ６,１９８８,ＬａｎｃａｎｇＧｅｎｇｍａ,Ｙｕｎｎａｎ,Ｃｈｉｎａ,ｅａｒｔｈｑｕａｋｅｏｆＭｓ＝７．６ｕｓｉｎｇｅｍｐｉｒｉｃａｌＧｒｅｎ’ｓｆｕｎｃｔｉｏｎｄｅｃｏｎｖｏｌｕｔｉｏｎｍｅｔｈｏｄ...  相似文献   

Modelling of ground acceleration in the near source range: the case of 1976, Friuli earthquake (M = 6.5), northern Italy     

Aldo Zollo  Antonella Bobbio  Antonio Emolo  André Herrero  Giuseppe De Natale 《Journal of Seismology》1997,1(4):305-319

A mixed statistical-deterministic model of earthquake rupture is developed for evaluating the strong ground motion in the near source range (receiver distance comparable to the fault length). The source parametrization is based on the k-square model and the propagation is computed by asymptotic Green's functions. The method is applied to the case of 1976, Friuli earthquake (M = 6.5) in northern Italy which occurred on a low-dip thrusting fault. Acceleration records at 29 stations are computed for 100 simulations of rupture histories. The mean value map of peak ground accelerations shows clearly a maximum to the south due to the inner geometry and directivity of the source. The variation of the estimated PGA versus the epicentral distance is strongly dependent on azimuth and is not decreasing monotonically. The comparison of these curves with those predicted by empirical acceleration–distance relationships shows discrepancies in the near source distance range. This study shows the importance of considering the complexity of the source rupture process for strong motion estimate in the near source range.  相似文献   

Ruptures of deep-focus earthquakes in the north-western Pacific and their implications on seismogenesis   总被引：1，自引：0，他引：1  

Mary Ann Glennon  Wang-Ping Chen 《Geophysical Journal International》1995,120(3):706-720

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Near‐fault spatial variation in strong ground motion due to rupture directivity and hanging wall effects from the Chi‐Chi,Taiwan earthquake     

Khosrow T. Shabestari  Fumio Yamazaki 《地震工程与结构动力学》2003,32(14):2197-2219

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近场强地震动模拟中对破裂的方向性效应和上盘效应的表达.   总被引：12，自引：2，他引：12       下载免费PDF全文

陶夏新  王国新 《地震学报》2003,25(2):191-198

为了模拟近场强地震动，采用了基于有限断层模型的一种随机合成方法．震源破裂面被剖分成一定数量的子源，总的地震矩分成数量更多的子震的矩．一给定子源中一次子震引起的场地地震动的傅氏谱，通过考虑点源的谱、随着距离的衰减、能量耗散及近地表效应等导出．据此幅值谱和一个随机相位谱，并与一个时程包络函数结合，合成一个子震时程．将各子源中各个子震引起的所有时程叠加，得出场地的地震动时程．叠加中，各子震时程之间的时滞，据子震发震时差和子源至场地的距离差别引起的时差确定．对一个设定地震，选用4个断层面倾角，计算了近场21个地点的地震动．结果表明，本文方法可以很好地表达破裂的方向性效应和上盘效应．为了验证方法的可靠性，对1994年美国北岭地震中3个近断层台站MCN，LV3和PCD模拟的地震动与实际记录的加速度反应谱和时程作了比较．   相似文献   

Rupture directivity effect on strong ground motion during the 12 May 2008 MW7.9 Wenchuan earthquake          下载免费PDF全文

Zhao An  Jun-Ju Xie  Yong Zhang  Xiao-Jun Li  Zeng-Ping Wen 《地震科学（英文版）》2021,34(3):234-245

We focus here on the rupture directivity effect on the spatial distribution and attenuation characteristics of near-field ground motions during the 2008 MW7.9 Wenchuan earthquake. We examine the difference between the observed ground motions in and opposite the rupture directions and compare them with Next Generation Attenuation-West2 (NGA-West2) ground motion prediction models. The isochrone directivity predictor is used to quantify the band-limited nature of the rupture directivity effect on strong ground motion. Our results show that the observed peak ground velocity (PGV) and spectral accelerations of periods of 1.0 s and longer are significantly amplified in the rupture direction, but de-amplified in the opposite direction affected by rupture directivity effect of this event. In contrast, the effect of rupture directivity on the observed peak ground acceleration (PGA) and periods of shorter than 1.0 s are relatively weak. The rupture directivity of this event shows clear period dependent and band limited characteristics with the strongest effect occurring around the period of 7.5 s.  相似文献   

Effects of hanging wall and forward directivity in the 1999 Chi-Chi earthquake on inelastic displacement response of structures   总被引：1，自引：0，他引：1  

李爽  谢礼立 《地震工程与工程振动(英文版)》2007,6(1):77-84

The characteristics of the inelastic response of structures affected by hanging wall and forward directivity in the 1999 Chi-Chi earthquake are investigated. Inelastic displacement ratios (IDRs) for ground motions impacted by these near- field effects are evaluated and comprehensively compared to far-field ground motions. In addition, the inelastic displacement responses to hanging wall and footwall ground motions are compared. It is concluded that the inelastic displacement response is significantly affected in the short period range by hanging wall and in the long period range by footwall. Although high peak ground acceleration was observed at hanging wall stations, the IDRs for structures on hanging wall sites are only larger than footwall sites in the very long period range. Forward directivity effects result in larger IDRs for periods longer than about 0.5s. Adopting statistical relationships for IDRs established using far-field ground motions may lead to either overestimation or underestimation in the seismic evaluation of existing structures located in near-field regions, depending on their fundamental vibration periods.  相似文献