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国家自然科学基金(41004020)

作品数:11 被引量:84H指数:5
相关作者:李恒张静波张丽芬姚运生刘彬更多>>
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11 条 记 录,以下是 1-10
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震源动力学破裂过程数值模拟研究被引量:6
2013年
首先阐述了震源动力学过程研究的重要意义,在此基础上,研究了复杂的断层几何形态及介质模型对动力学破裂过程的影响,并对常用的有限元方法、离散元方法、有限差分方法和边界积分方程方法等进行了相应介绍.讨论了这些数值模拟方法各自的优缺点,建议在方法的选择上应视具体问题及计算的精度而定.最后对动力学数值模拟的关键部分,滑动摩擦准则进行了论述.常用的滑动摩擦准则有滑动弱化准则、速率弱化准则和速率-状态依赖摩擦准则.在单纯考虑某个地震的动力学破裂传播过程时,滑动弱化准则较为常用,其中滑动弱化距离的选取至关重要.但若考虑整个地震循环,速率-状态依赖摩擦准则更为合适.
张丽芬姚运生
关键词:数值模拟
用位移反应谱研究长周期设计地震反应谱被引量:15
2012年
利用美国太平洋地震工程研究中心NGA数据库,分析了滤波低频截止周期(Tc)对位移反应谱的影响。选择较小的Tc将严重抑制长周期位移反应谱幅值。本文选用可靠使用周期不小于10 s的强地面运动加速度记录,研究了位移反应谱的长周期特性。结果表明,位移反应谱峰点周期是长周期地震反应谱的关键控制参数,受场地条件和震级的影响相对较小,但与震中距基本呈线性增长关系,而动力放大系数最大值波动范围较小,设计中可视为常数。建议在现行抗震设计规范谱的基础上,在速度控制段与位移控制段之间增加一个过渡段,以体现位移反应谱的有峰特征,并给出了控制参数的建议值。
李恒李龙安冯谦
关键词:长周期位移反应谱震中距动力放大系数
Baseline correction for digital strong-motion records by using the pre-event portion被引量:1
2011年
Baseline offset in digital strong-motion acceleration record and initial velocity can produce unrealistic results for ground velocity and displacement derived from the acceleration by integration. A new method is proposed for the baseline correction and initial velocity calculation. It is based on linear least-squares fitting of the pre-event portion of velocity derived from the uncorrected acceleration data. Compared with the conventional method,which is based on removing the mean values of the pre-event portions of the acceleration and velocity traces,this method has clearer physical meaning and better stability.
Li HengYao YunshengZheng ShuimingCai YongjianLei Dongning
关键词:CORRECTION
Source rupture process inversion of the 2013 Lushan earthquake,China被引量:5
2013年
The spatial and temporal slip distribution of the Lushan earthquake was estimated using teleseismic body wave data. To perform a stable inversion, we applied smoothing constraints and determined their optimal relative weights on the observed data using an optimized Akaike' s Bayesian Information Criterion (ABIC). The inversion generated the source parameters. Strike, dip and slip were 218°, 39° and 100. 8° ,respectively. A seismic moment (M0) was 2. 1 × 10^20 Nm with a moment magnitude (Mw) of 6. 8, and a source duration was approximately 30 second. The rupture propagated along the dip direction, and the maximum slip occurred at the hypocenter. The maximum slip was approximately 2. 1 m, although this earthquake did not cause an apparent surface rupture. The energy was mainly released within 10 second. In addition, the Lushan earthquake was apparently related to the 2008 Wenchuan earthquake. However, the question of whether it was an aftershock of the Wenchuan earthquake requires further study.
Zhang LifenIman FatchurochmanLiao WulinLi JinggangWang Qiuliang
高速铁路空沟隔振措施隔振效果的有限元分析被引量:21
2014年
高速铁路引起的振动对周边环境的影响是不容忽视的,需要采取相应的工程对策来减小其危害。采用空沟隔振施工方便,隔振效果能得到保证,故在实际工程中得到广泛应用。本文使用大型通用有限元软件ABAQUS对空沟隔振的效果进行数值分析。计算模型采用无限元和黏弹性边界吸收振动波,减小边界反射波对计算结果的影响;文中引入参数ARF来评价空沟的隔振效果,在此基础上分析不同的空沟尺寸及不同的荷载频率对隔振效果的影响,可供设计者参考。
陈昆贾霄刘彬樊继良
关键词:高速铁路ABAQUS无限元黏弹性
Site effect on strong-motion records of the 2011 Mw9.0 Tohoku earthquake in Japan被引量:1
2011年
LI HengWang PingFeng QianLi GuanghongZhang Xinlin
Discussion on moment tensor solution and seismogenic structure of Ruichang-Yangxin earthquake on 10 September 2011
2012年
Ruichang-Yangxin earthquake is another moderate earthquake in Yangxin-Jiujiang area since 2005 Jiujiang-Ruichang M5.7 earthquake. In order to more understand the seismic activities in this area, we study the moment tensor solution and the seismogenic structure of the Ruichang-Yangxin earthquake. Precise earthquake relocation shows that the mainshock occurred on the southwestern part of the NE-trending fault and aftershocks are distributed not only along the NE-trending fault but also along its conjugated NW-trending fault. By comprehensive analysis on the earthquake distribution, characteristics of isoseismal curve, focal mechanism, and regional structure characteristics, it is inferred that this earthquake is caused by the NE-trending Tanlu fault. In addition, it has close relationship with the conjugated NW-trending fault as well. Many researches have shown that the junction area is the earthquake-prone area, and should be paid more attention to. And our study also proves this viewpoint.
Lifen Zhang1,2, Guichun Wei and Wulin Liao1 1 Key Laboratory of Earthquake Geodesy, Institute of Seismology, China Earthquake Administration, Wuhan 430071, China 2 Institute of Geophysics, China Earthquake Administration, Beijing 100081, China
Baseline correction for near-fault ground motion recordings of the 2008 Wenchuan Ms8.0 earthquake被引量:2
2012年
In this study, both records of a digital accelerometer and a seismograph at a far-field station for the 2008 Ms8.0 Wenchuan earthquake were analyzed, and a pulsive noise model for acceleration record was found. By comparing with the result of a rotary-table tilt test, we concluded that the noises in the acceleration records were caused by ground tilt as a result of rotational ground motion. We analyzed the key noises that may cause baseline offset, and proposed a baseline-correction scheme for preserving the long-period ground motion in accordance with specific pulse positions. We then applied this correction method to some near-field strongmotion acceleration records. The result shows that this method can obtain near-field ground displacements, including permanent displacements, in agreement with GPS data, and that this method is more stable than other methods.
Li HengWu JianchaoYao YunshengQin Xiaojun
关键词:TILT
软夹层和硬夹层对地表地震动特性的影响被引量:21
2014年
利用日本KIK台网地表和井下地震记录验证了一维等效线性化土层地震反应程序,结果表明在土体小变形范围内,对于刚度递增型场地,程序计算结果与实际相符;而对于含软夹层或硬夹层的场地,程序计算结果与实际相差较大。据此,本文提出了一种研究软夹层和硬夹层对地表地震动影响的方法。为得到参照标准,将真实土层剖面中的夹层替换为正常土层,以满足刚度递增条件,采用土层地震反应程序计算在井下地震记录激励下的地表反应。将其与该场地地表实际地震记录进行对比分析,可得到软夹层和硬夹层对地表地震动的影响结论。本文对几个典型场地进行计算分析后得到如下结论:软夹层与硬夹层对地表地震动的影响是一致的;当夹层处于覆盖层上部时对高频地震动有较强的放大作用;当夹层处于覆盖层下部时对高频地震动有隔震作用。
李恒张静波吴建超
关键词:软夹层硬夹层地震动高频隔震
2011年M_S 4.6瑞昌-阳新地震的震源机制及发震构造探讨被引量:11
2013年
2011年MS4.6瑞昌-阳新地震是瑞昌地区继2005年M5.7地震后的又一中等强度地震,文中从多角度对此次地震的发震构造进行了探讨。利用双差定位法进行的地震精定位结果显示,主震发生在NE向断裂的西南端,余震的分布则呈现出沿NNE和NW两个方向展布的特征。野外考察发现,等震线长轴方向为NE,沿此方向烈度衰减较慢。考虑震源时间函数的影响,采用波形反演方法得到了此次地震的震源机制解。节面Ⅰ走向302.2°,倾角68.2°,滑动角-3.8°;节面Ⅱ走向33.6°,倾角86.5°,滑动角-158.1°。综合分析认为,NNE向郯庐断裂的南端隐伏段(瑞昌-武穴断裂)为此次地震的发震构造,而与NW向断裂的共轭作用造成了部分余震沿着NW向分布的特征。
张丽芬姚运生廖武林
关键词:矩张量反演发震构造
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