海底电缆多次波压制方法研究   总被引：2，自引：1，他引：1       下载免费PDF全文

马继涛  Sen K. Mrinal  陈小宏  姚逢昌 《地球物理学报》2011,54(11):2960-2966

多次波一直是影响地震处理与解释的主要因素之一.本文基于表层相关多次波衰减(Surface Related Multiple Elimination,SRME)理论,对其进行一定的改造,使其可以预测出海底电缆(Ocean Bottom Cable,OBC)数据中所有与表层相关的多次波,而后将预测出的多次波自适应减去.本文...  相似文献   

著名科学家莱昂·诺波夫(Leon Knopoff)逝世     

David D.Jackson  Paul M. Davis  毛桐恩 《世界地震译丛》2011,(2)

莱昂·诺波夫(1925~2011),是一位对物理学、地震学和音乐领域做出贡献的国际著名科学家,于2011年1月20日在妻子和3个孩子的陪伴下于家中辞世。莱昂·诺波夫1949年在加州理工学院获得物理学和数学博士学位,翌年开始在洛杉矶加州大学任教。1960年洛杉矶加州  相似文献   

2009年萨摩亚—汤加特大地震触发的两次大震     

T.Lay  C.J.Ammon  H.Kanamori  L.Rivera  K.D.Koper  A.R.Hutko  李晶 《世界地震译丛》2011,(3)

特大地震(≥8.0级的地震)一般都含有构造板块之间边界岩体的突然滑动。这种板间的破裂通常出现在俯冲带特大逆冲事件的海沟斜坡区,会产生动态及静态应力变化,从而激活周边的板内余震(Christensen and Ruff,1988;Dmowskaetal,1988;Layetal,1989;Ammonetal,2008)。本文研究的地震序列展示一少见的例子———特大海沟斜坡的一次板内地震触发了广泛的板间断层活动,颠倒了典型的活动模式,从而广泛地扩大了地震和海啸灾害。2009年9月29日,在汤加俯冲带北端的外海沟斜坡发生矩震级8.1的正断层地震事件,该震开始破裂后的2分钟内,发生了总地震矩等于矩震级8.0级的第二个特大地震,它由两次(矩震级均为7.8级)板间下插逆冲大地震组成,导致了周边俯冲带巨型逆断层的破裂。联合的断层作用引发了海啸,局部地区抬升约12m,导致萨摩亚、美属萨摩亚和汤加192人死亡。地震信号的重叠掩盖了这样的事实:相隔约50km的性质不同的断层发生了不同几何形状的破裂,这些被触发的逆冲断层滑动只有通过详细的地震波分析才能揭示出来。在汤加北部俯冲带的大部分区域内,激活了广泛的板间和板内余震活动。  相似文献   

余震密度随距离的衰减不代表动态应力触发过程     

K.R.-Dinger  R.S.Stein  S.Toda  魏志恒  冯蔚 《世界地震译丛》2011,(3)

分辨多数余震和后续主震是由静态应力触发(Stein,1999;Todaetal,2005;Parsons,2002)还是动态应力触发(Hilletal,1993;kilb,2003;Brodsky and Prejean,2005;Gomberg and Johnson,2005;Hill and Prejean,2007),对理解地震内在作用和预测地震危险性是有必要的(Freed,2005)。Felzer和Brodsky(2006)分析了2≤M<3和3≤M<4级主震后5min内余震的空间分布情况,发现距主震50km范围内M≥2余震具有特定的幂律衰减关系,且衰减曲线的斜率为-1.35。据此,他们认为余震随距离的衰减只能用动态触发来解释。基于上述假设我们进行了一系列的检验,但没有一个可通过检验,进而,本文中对这种衰减关系提出了另外一种解释。在距离2≤M<3主震300m以外的地方,主震前5min内的地震活动性衰减与主震后5min内的衰减没有显著的区别,表明主震对它静态触发区域以外的地方没有影响。表征余震基本特性的大森随时间衰减关系在距离主震10km以外的地方是不存在的。最后,发现在主震波前未到达之前的余震中发现了...  相似文献   

复合火山构造的高分辨率岸上地震成像:意大利武尔卡诺岛例子     

P.P.G.Bruno  A.Castiello  邵玉平 《世界地震译丛》2011,(3)

火山口地下构造详细的地震成像对于增进这些高危险火山的构造和火山学的知识是必不可少的。然而,在火山地带,尤其是在岸上,很难获得高质量的地震数据。我们报道了拉福萨火山口(意大利武尔卡诺岛)西部地区的高分辨率地震剖面结果。利用高分辨率的振动源及交替采集和处理技术,我们能够克服由火山煤岩类型带来的大多数困难。本研究提供了火山堆积的地下分布和一些重要内部喷火山口构造的识别。我们确定了埋于拉福萨火山口下面的寄生火山口或玄武碎屑岩丘的位置,它在约1km的深度记录到地震的地方正在消散CO2。此外,在剖面最南部发现的变形模式与穹隆侵入后破火山口塌陷是一致的。结果表明,使用高分辨率振动源结合交替地震采集技术和非常规处理方法,可以帮助恢复火山地区浅层构造的详细信息。  相似文献   

加州帕克菲尔德地区M4—5地震对重复事件地震周期的触发效应     

K. H. Chen  R. Burgmann  R. M. Nadeau  袁志祥译  吕春来校  许忠淮复校 《世界地震译丛》2011,(5):1-12

应力扰动影响地震的复发,并对了解地震周期和地震危险性具有重要的作用。加州帕克菲尔德圣安德烈斯断层上的大量重复地震为检查重复事件对中强地震发生的反应提供了难得的机会。使用高分辨率地震台网目录获得的187个M-0．4～1．7级地震重复序列,我们发现重复事件序列的复发时间到接近M4—5地震时缩短了,说明是由大地震触发的。该触发效应在5km左右的距离内最明显,相应的静态同震应力变化为0．6～26．6kPa,并随距离衰减。我们还发现从1993至1998年复发间隔相应地缩短了。这种几年经久不衰复发加速反映了1990年代初断层滑动加速并提高了加载速率。  相似文献   

Introspection on improper seismic retrofit of Basilica Santa Maria di Collemaggio after 2009 Italian earthquake     

Gian Paolo Cimellaro  Andrei M. Reinhorn  Alessandro De Stefano 《地震工程与工程振动(英文版)》2011,10(1):153-161

The 2009 L’Aquila, Italy earthquake highlighted the seismic vulnerability of historic masonry building structures due to improper "strengthening" retrofit work that has been done in the last 50 years. Italian seismic standards recommend the use of traditional reinforcement techniques such as replacing the original wooden roof structure with new reinforced concrete (RC) or steel elements, inserting RC tie-beams in the masonry and new RC floors, and using RC jacketing on the shear walls. The L’Aquila earthquake revealed the numerous limitations of these interventions, because they led to increased seismic forces (due to greater additional weight) and to deformation incompatibilities of the incorporated elements with the existing masonry walls. This paper provides a discussion of technical issues pertaining to the seismic retrofit of the Santa Maria di Collemaggio Basilica and in particular, the limitations of the last (2000) retrofit intervention. Considerable damage was caused to the church because of questionable actions and incorrect and improper technical choices.  相似文献   

From the editors     

George C.LEE 《地震工程与工程振动(英文版)》2011,10(1):I0001-I0001

Dear Contributors,Readers and Friends: 2011 milestones the tenth anniversary of the Journal of Earthquake Engineering and Engineering Vibration.we first want to take this opportunity to express our gratitude to those retiring members of the Editorial Board for their valuable contributions in the past,and to welcome those who joined the Editorial Board this year. As we mentioned in our message to you in December 2010,effective 20ll,the journal is officially co-sponsored by the Huixian Earthquake  相似文献   

Effect of near-fault earthquakes with forward directivity on telecommunication towers     

M.Yahyai  B.Rezayibana  E.Mohammadrezapour 《地震工程与工程振动(英文版)》2011,10(2):211-218

In this paper, the effect of pulse-type motions caused by forward directivity that can release huge amounts of energy in a short time period is studied on a telecommunication tower. Since telecommunication towers have longer periods, they are not as affected by seismic forces. Nevertheless, near source earthquakes characterized by high velocity and velocity pulses can change the behavior of these structures. For this reason, a telecommunication tower located near active faults was selected in this study. Considering the probable earthquake magnitude at the site and the distance of the tower from adjacent faults, nine simulated pulses and three near-fault earthquake records with forward directivity are selected and applied to a 3D fi nite element model of the tower. The results of nonlinear dynamic analysis, i.e., displacements and damage in the tower, indicate that the maximum displacement and drift ratio of the tower under the pulses are obviously affected by the ratio of the structure period to pulse period. When this ratio is decreased and close to 1.0, the maximum displacement and drift ratio are sharply increased and cause large displacements in the tower.  相似文献   

Investigation of effect of near-fault motions on substandard bridge structures   总被引：1，自引：1，他引：0  

Austin Brown  M. Saiid Saiidi 《地震工程与工程振动(英文版)》2011,10(1):1-11

The objective of this study was to investigate the effects of near-fault ground motions on substandard bridge columns and piers. To accomplish these goals, several large scale reinforced concrete models were constructed and tested on a shake table using near- and far-field ground motion records. Because the input earthquakes for the test models had different characteristics, three different measures were used to evaluate the effect of the input earthquake. These measures are peak shake table acceleration, spectral acceleration at the fundamental period of the test specimens, and the specimen drift ratios. For each measure, force-displacement relationships, strains, curvatures, drift ratios, and visual damage were evaluated. Results showed that regardless of the measure of input or response, the near-fault record generally led to larger strains, curvatures, and drift ratios. Furthermore, residual displacements were small compared to those for columns meeting current seismic code requirements.  相似文献