纸介质地震观测报告的数据输入与初步验证

为了进行科学研究和数据共享,需要把在模拟地震台网时期产出的纸介质观测报告实现电子化,本文简要叙述了数据的录入与初步验证工作情况,介绍了数据验证及格式转换程序的实现和使用。     

Inversion of focal mechanism and events identification using an improved relative amplitude method

The relative amplitude method(RAM) is more suitable for source inversion of low magnitude earthquakes because it avoids the modeling of short-period waveforms.We introduced an improved relative amplitude method(IRAM) which is more robust in practical cases.The IRAM uses a certain function to quantify the fitness between the observed and the predicted relative amplitudes among direct P wave,surface reflected pP and sP waves for a given focal mechanism.Using the IRAM,we got the fault-plane solutions of two ea...     

华南连县─博罗─港口地带地壳结构及速度分布的爆炸地震探测结果

在华南连县-博罗-港口地区200多个观测点上取得700多道地震记录,并绘制成6张地震记录剖面图．经过分析处理,识别出下列波组：来自地壳浅层的P波组,地壳中各界面的反射组有：P_1,P_2,P_3和P_4,莫霍面的反射波组P_m,以及上地幔顶部的折射波组P_n．经分析解释得出初步结果：①通过P震相的处理,构制了测线下方浅层地壳结构和速度分布图,它与测线穿过的断裂构造带有较好的相关性。②该地区莫霍面的反射波组P_m清晰,求得地壳平均速度为6．25km／s左右．在清远至连县之间,地壳厚度为32-34km．博罗、惠东一带地壳厚度为30km,惠东至港口之间为29．5km,说明该地区莫霍面起伏不大．地壳厚度由北向南和由西向东有逐步变薄的趋势。③观测距离较长的地震剖面图上清晰地记录到上地幔顶部的P_n民震相,该震相从140km处开始以初动出现,能量强,可追踪到200km,求得的P_n速度分别为：港口-惠东-博罗一带为8.05km／s,博罗-从化-清远一带为8．06km／s,由西向南的大湾-清远-从化-博罗一带为8．13km／s,考虑到莫霍面的起伏因素,该区P_n速度值以取8.06km／s为宜。④得到...     

Vertical dynamic response of a disk on a saturated poroelastic half-space

This paper considers the vertical dynamic response of a disk on a saturated poroelastic half-space. Firstly the pressure-solid displacement form of the harmonic equations of motion for a poroelastic solid are developed from the form of the equations originally presented by Biot. These equations are solved by a new method. Then the mixed boundary value problem for the vertical harmonic vibration of a disk on a poroelastic half-space is studied. The two types of drainage conditions at the surface of the poroelastic half-space are considered: (a) the surface of the poroelastic half-space is assumed to be completely pervious both within and exterior to the plate; (b) The interface between the plate and the poroelastic half-space is assumed to be impervious and the exterior region is assumed to be pervious. By using the Hankel transform techniques, the paper develops the governing dual integral equations. These governing integral equations are further reduced to systems of standard Fredholm integral equations of the second kind by Abel transform.     

System identification of the Vincent Thomas suspension bridge using earthquake records

The Vincent Thomas Bridge in the Los Angeles metropolitan area, is a critical artery for commercial traffic flow in and out of the Los Angeles Harbor, and is at risk in the seismically active Southern California region, particularly because it straddles the Palos Verdes fault zone. A combination of linear and non‐linear system identification techniques is employed to obtain a complete reduced‐order, multi‐input–multi‐output (MIMO) dynamic model of the Vincent Thomas Bridge based on the dynamic response of the structure to the 1987 Whittier and 1994 Northridge earthquakes. Starting with the available acceleration measurements (which consists of 15 accelerometers on the bridge structure and 10 accelerometers at various locations on its base), an efficient least‐squares‐based time‐domain identification procedure is applied to the data set to develop a reduced‐order, equivalent linear, multi‐degree‐of‐freedom model. Although not the main focus of this study, the linear system identification method is also combined with a non‐parametric identification technique, to generate a reduced‐order non‐linear mathematical model suitable for use in subsequent studies to predict, with good fidelity, the total response of the bridge under arbitrary dynamic environments. Results of this study yield measurements of the equivalent linear modal properties (frequencies, mode shapes and non‐proportional damping) as well as quantitative measures of the extent and nature of non‐linear interaction forces arising from strong ground shaking. It is shown that, for the particular subset of observations used in the identification procedure, the apparent non‐linearities in the system restoring forces are quite significant, and they contribute substantially to the improved fidelity of the model. Also shown is the potential of the identification technique under discussion to detect slight changes in the structure's influence coefficients, which may be indicators of damage and degradation in the structure being monitored. Difficulties associated with accurately estimating damping for lightly damped long‐span structures from their earthquake response are discussed. The technical issues raised in this paper indicate the need for added spatial resolution in sensor instrumentation to obtain identified mathematical models of structural systems with the broadest range of validity. Copyright © 2003 John Wiley & Sons, Ltd.     

新疆伽师强震群区的横波分裂与应力场特征

利用在新疆伽师地区布设的流动台阵记录到的地方震波形数据,研究了伽师强震群附近各台站横波分裂现象,给出了相应的快波偏振方向的平面场分布. 发现在台阵的塔里木盆地一侧,波偏振方向为近SN向,与塔里木盆地的区域主压应力方向一致,但在塔里木盆地北部边缘的褶皱变形带内,快波偏振方向变为近EW向,特别是在柯坪断裂附近,快波偏振方向与阿图什地震的震源断层方向基本一致. 由于快波偏振方向平行于主压应力方向,给出的快波偏振方向反映了相应的主压应力场特征. 结果表明,伽师强震群的成因很可能是塔里木盆地北缘横向非均匀变形造成的局部张性剪切应变能的释放.     

测震学多项指标综合预测概率分析

通过对测震学各单项指标的预测效能调研，为进一步提取前兆信息，选择了7项测震学指标：频次、地震蠕变、6值、缺震、η值、GL值和调制比，进行综合概率分析。7项指标对关注地区的全时空扫描并考虑了空间单元异常与中强震地点对应的模糊关系，得到指标在各空间单元异常后发生中强震的条件概率。根据历史上每个单项指标的预报效能求计算综合概率时的指标权重，按贝叶斯定律得到相应不同指标在不同时间窗和不同空间单元时中强震发生的加权综合概率。计算结果（1970年以来）表明，对华北地区和川滇地区这一综合概率方法预测效能的R值评估超过0.5。     

地震前兆时空非均匀性指标Cv值的实验检验

在双向加载条件下，对两种构造和介质不同的岩石标本进行变形实验，测量了标本表面不同部位的应变．在此基础上，利用王晓青和陈学忠等提出的描述地震前兆非均匀分布的参量————Cv值，分析了标本变形失稳过程中应变异常的分布，以期从实验角度检验Cv值方法并探讨其物理意义．研究表明，Cv值的变化与岩石变形特征的变化有关，是描述前兆分布非均匀性的一种有效指标；Cv值在失稳发生前先异常上升，然后下降，并在Cv值恢复过程中或恢复后伴随着失稳事件的发生．因此，Cv值是一种有效的预报指标．      

山西数字与模拟地震台网的资料对比研究

山西数字遥测地震台网于2000年10月1日投入考核运行，为使数字遥测地震台网与模拟地震台网测定的时、空、强地震参数顺利接轨，尽快发挥数字资料在日常工作中的效益，将山西数字遥测地震台网产出的资料与模拟地震台网产出的资料作了全面细致的对比分析，研究了它们之间的相关程度、一致性、差异性。结果表明，数字地震观测系统比模拟地震观测系统具有更高的拴震率，得出山西数字遥测地震台网产出的资料与模拟地震台网产出资料相关性较好、定位结果在误差范围之内、符合《数字地震及前兆观测技术规范》要求的结论。     

Assessment of extreme drought and human interference on baseflow of the Yangtze River

Attention has been given to baseflow in large rivers, but up to now, no study on baseflow for the Yangtze River in combination with extreme drought and extensive human activities has been carried out. Discharge data in 2000–2005 and in the extreme drought years, 1978 and 2006, at stations along the main stream, lakes and distributaries of the Yangtze River were collected to analyse the features of baseflow in 2006 by using baseflow separation technique, HYSEP. It can be seen that the baseflow relative to the streamflow in 2006 was greater than those in other years. The variation of baseflow discharge in the Upper Yangtze River Stream (UYRS) was larger than that in the Mid‐Lower Yangtze River Stream (MLYRS). Human activities in MLYRS are more intensive than that in the UYRS and the baseflow discharge was greater. The baseflow is influenced by the extreme climate and human activities along the Yangtze River with the former being the dominant factor in 2006. The contribution of human interference to baseflow discharge was about 10% in 2006. Copyright © 2009 John Wiley & Sons, Ltd.