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宁河地震前后S波分裂变化 总被引：2，自引：1，他引：1
本研究利用宁河周围４个地震台的ＤＤ－１型短周期三分向记录图,对１９７６年１１月１５日宁河Ｍｓ６．９地震前后５个月内,距主震１０￣１５ｋｍ范围的８８个前震及余震进行Ｓ波分裂分析,根据Ｓ波分裂的时间延迟Δｔ变化发现,宁河主震前Ｓ波分裂的相位移动显著增高,且高值出现在主震震中附近并随主震距离增大而减小;异常始于主震前２５天左右,震源区异常时间更早些,异常值为４０￣８０ｍｓ,震后恢复到正常水平１０￣３５ｍ 相似文献
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拱坝-地基三维地震响应分析中大多只分析入射地震波在拱坝-地基系统坐标系方向输入时的地震响应,而事实上,垂直入射的剪切波其振动方向是不确定的,地震波动的合理输入对拱坝-地基系统的地震响应分析起着决定性的作用.本文研究了拱坝-地基系统在双向地震波输入时不同振动方向对拱坝-地基系统地震响应的影响.计算结果表明:在双向地震波输入情形时,拱坝位移及应力响应最大值均不是发生在传统方法的横河向或者顺河向,而是与输入地震波相关,所以在研究拱坝-地基三维地震响应时有必要考虑入射地震波振动方向的影响. 相似文献
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2001年11月14日的昆仑山Ms8.1级地震前几天,中国地震台网多个台站都观测到了持续数天的低频震颤波信号.由于这些震颤波发生在强震前,所以备受关注.多年来研究人员对该震颤波的产生原因进行过多方探讨,但没有定论.该震颤波信号是否源自强震区的慢地震?是否是地震前兆?或为其它因素?为了回答这些问题,我们从多方面分析和研究了昆仑山强震前中国大陆宽频地震仪所观测的震颤波信号的特征、持续时间、震颤波强度变化与大规模大气运动的关系、信号强度随观测空间的衰减变化特征.结果表明:中国大陆宽频地震仪在昆仑山强震前观测到的震颤波由两个信号组成,其中11月10日开始出现,主要频率范围0.15~0.22 Hz (周期约4~7 s)、持续时间在10-13日的震颤波,主要由同时间段内发生在西太平洋的强台风玲玲(Ling Ling)引发;而11月11日开始出现,主要频率范围0.1~0.13 Hz (周期7~10 s)、持续时间在11-12日的震颤波,不是来自昆仑山强震区的慢地震,而是由来自欧洲北部及欧亚大陆的强温带气旋引发. 相似文献
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工程抗震工作需要掌握各层土的剪切波速度资料,以便进行地震危险性分析和场地震害小区规划等项工作。采用瑞利波法进行岩土力学特性指标测定,通过实际性能应用表明该方法是简便易行的。 相似文献
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基于BP神经网络的近震中地震波和干扰波的识别 总被引：1，自引：0，他引：1
在ＢＰ神经网络的基础上,利用传统的ＳＴＡ／ＬＴＡ阈值分类法建立了一个用于区分地震波和干扰波的神经网络分类器,并做了检验。结果表明,具有良好的分类效果。 相似文献
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场地土对地震波的放大效应 总被引：12，自引：1，他引：12
基于几次大地震现象的启迪，分析在盆地效应的作用下，墨西哥城具特殊工程地质性质的软土，放大地震波，增强地震烈度，加重地震灾害。指出强震区场地土条件对地震动特性的影响可导致地基土的卓越周期与建筑物的自振周期产生共振，这一效应使自振周期较长的工程结构在地震力的作用下破损并导致建筑物彻底毁坏。研究震区盆地效应是服务于工程抗震工作的重要方面。 相似文献
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Masanobu Shinozuka George Deodatis Ruichong Zhang Apostolos S. Papageorgiou 《Soil Dynamics and Earthquake Engineering》1999,18(3):182
State of the art in modeling, synthetics, statistical estimation, and engineering applications of strong ground motion is reported in this paper. In particular, models for earthquake wave motion are presented, in which uncertainties both in the earth medium and the seismic source are taken into consideration. These models can be used to synthesize realistic strong earthquake ground motion, specifically near-field ground motion which is quite often not well recorded in real earthquakes. Statistical estimation techniques are also presented so that the characteristics of spatially-correlated earthquake motion can be captured and consequently used in investigating the seismic response of such large scale structures as pipelines and long-span bridges. Finally, applications of synthesized strong ground motion in a variety of engineering fields are provided. Numerical examples are shown for illustration. 相似文献
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分析地震电磁信息仪器对信号处理和采集中存在的问题,提出基于ARM9的地震电磁信息数据服务器的解决方案,成功实现了对地震电磁信息的高速采集、海量存储和网络传输。文中介绍地震电磁信息数据服务器设计思路及基本构架,对各个模块给出硬件设计,并介绍系统的软件流程。 相似文献
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Through the analysis of S-wave particle motion of local events in the shear wave window, the polariza-tion directions of the faster shear wave and the delay times between the faster and the slower shear waves were derived from seismic recordings at the stations near the fault zones. The shear wave split-ting results of seven stations in the area of Longmenshan fault zone reveal spatial variation of the po-larization directions of the fast shear wave. The directions at stations in the southeastern side of the Longmenshan fault zone (in the Sichuan Basin area) are in the NE direction, whereas the direction at station PWU (in the Plateau), which is in the northwestern side of the faults, is in the EW direction. Systematic changes of the time delays between two split shear waves were also observed. At station L5501 in the southern end of the aftershock zone, the delay times of the slower shear wave decrease systematically after the main shock. After the main shock, the delay times at station PWU were longer than those before the earthquake. Seismic shear wave splitting is caused mostly by stress-aligned microcracks in the rock below the stations. The results demonstrate changes of local stress field dur-ing the main-shock and the aftershocks. The stress in the southern part of Wenchuan seismogenic zone was released by the main-shock and the aftershocks. The crustal stresses were transferred to the northeastern part of the zone, resulting in stress increase at station PWU after the main-shock. 相似文献
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A series of shaking table tests were conducted on scaled utility tunnel models with and without construction joints under non-uniform input earthquake wave excitation. Details of experimental setup are first presented with particular focuses on: design and fabrication of double-axis laminar shear box with a rectangular hole opened on its side walls; design of two devices for measuring the slippage between the interface of test soil and the structure, and the relative deformation and rotation between joints of the structure model; and procedure for construction of input earthquake wave. The experiments were conducted in three phases. Phase 1 is free-field test. A 2-norm index is suggested to quantify the boundary effect and it is found that the designed laminar box does not impose significant boundary effect. Phases 2 and 3 are model tests in longitudinal and transversal directions, respectively. Test results are discussed in items of shear force–slip relationship at the soil–model structure interaction surface, movement and rotation of the construction joint, and effect of non-uniform earthquake input. The comparison shows that structural response under non-uniform earthquake excitation is larger than that under uniform excitation. The effect of spatial distribution of earthquake excitation should be considered in the seismic design of utility tunnel. 相似文献
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Introduction According to the Rapid Earthquake Information Release of CNDSN (Department of Earth- quake Monitoring and Prediction, China Earthquake Administration, 2002), an earthquake with surface wave magnitude MS=8.1 shook west of Kunlun Mountain Pass (KMP) at the juncture of Xinjiang, Qinghai and Xizang on November 14, 2001. This is the largest and the only MS>8.0 earthquake in Chinese mainland over 50 years since the August 15, 1950 MS=8.6 (MW=8.6) Chayuearthquake in Tibeta… 相似文献
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建筑结构时程分析法中天然地震波的选择 总被引：1，自引：0，他引：1
要保证建筑结构时程分析结果的合理性,必须合理选择输入地震波。从工程实例出发,考虑峰值、频谱特性、地震动持时及适当的地震波数量,说明如何挑选合适的强震记录作为结构工程时程分析的输入,以此进行工程的抗震设计。 相似文献
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地震波时域数值优化研究及应用 总被引：4，自引：1，他引：3
将最小二乘拟合法与单自由度地震动力反应递归法相结合来解决地震观测和人工模拟地震波过程中速度、位移的基线漂移问题。首先以3次多项式来拟合加速度的均值线(一次优化);再对一次优化后的积分速度、位移时程仍存在的长周期基线波动问题,运用单自由度地震动力反应递归法进行二次优化。文中通过3个数值算例体现出优化算法的优越性,并将优化后的地震波加速度时程应用到江坪河水电站溢洪道控制段三维有限元动力计算分析中。结果表明,该算法消除了积分基线漂移影响,具有较好的可行性、数值稳定性和易操作性。 相似文献
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赵志球 《地震地磁观测与研究》2001,22(4):108-110
1999年 1月 2 3日 2 0时 2 8分 ,安徽省南陵县弋江镇附近发生了 MS2 .9地震。震中位置 :1 1 8°2 6′E,3 0°56′N。震源深度 :1 0 km。这是本区范围内近年来发生的最大一次地震。虽然震级较小 ,但对少震、弱震地区的影响很大。震中附近的泾县、宣城、芜湖等地普遍有感。被列为全国地震重点监视防御城市的芜湖市震感较强。泾县地震台位于皖南山区的泾县城北湖山坑内 ,西侧有江南深断裂 ,北有郯庐大断裂。该台距南陵震中 2 7.3 km,DD-1地震记录仪记录出格 (安徽省电磁波台分布、南陵地震震中及主要断裂带见图 1 )。地震前 ,该台电磁波记录… 相似文献
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爆破、矿震与地震的波谱差异 总被引：10，自引：3，他引：7
根据辽宁数字地震台网记录的爆破、矿震与地震的数字资料,采用波谱分析的方法,选取4个台站对其所在区域182个爆破、矿震与地震事件的记录,对比研究波谱特征,发现爆破、矿震与地震的纵横波拐角频率fc(P,S)及最大谱值等存在的差异。 相似文献
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利用S波分裂方法的基本理论及计算方法,重点研究了皖北地区具有代表性的利辛张村附近周边地区25 km内,自1999年蒙城地震台数字化测震仪器正式记录以来至2010年9月,ML2.0及以上地方震的单台地震波形,利用有关S波分裂方法进行处理,得到该地区不同时段的S波的偏振方向及延迟时间,为皖北地区地震活动性研究及应力活动状态... 相似文献