3D高阶抛物Radon变换在不规则地震数据保幅重建中的应用

3D地震数据不规则采样缺失重建是地震勘探数据处理流程中的重要问题.本文提出了一种基于具有保幅特性的非均匀高阶抛物Radon变换（NHOPRT）地震数据重建方法.在最小二乘反演方程中引入Delaunay三角网格剖分来计算空间不规则加权系数,从而获得最接近完整规则数据的高阶抛物Radon变换域系数.在用SVD求解反演方程过程中,利用高阶抛物Radon变换算子在频率域为指数函数,具有线性可分解特性,将二维空间的高阶抛物Radon变换算子分解为两个独立的一维空间变换算子,减小了变换算子的矩阵大小,从而很大程度地提高了计算效率.理论模型和实际地震数据重建测试证明了本文方法的有效性以及实用性.     

临汾市地震台网网内地震震级与山西省地震台网的对比研究

选取2012年3月1日至12月31日临汾市地震台网记录到的ML1.0以上地震,对每个地震进行重新定位,并与山西地震台网的定位结果进行对比分析,找到两台网所定震级的偏差系数,用以修正临汾台网的震级,提高测定结果的精度。     

厦门电离层垂测站建设及初步结果

本文介绍了厦门电离层垂直探测站的建设及初步结果.该站选用了加拿大生产的数字测高仪,利用折合偶极天线作为发射和接收天线,采用气象信息专业网和internet网络的两种传输方式,实现了数据实时传输和远程控制.利用试验观测期间获得的2007年8月份首批电离层垂直探测数据,分析发现了厦门地区电离层f_oF2的一些基本特征：白天f_oF2最大值一般出现在地方时14~16点,最大值约5~15 MHz,有较强逐日变化;夜间f_oF2约4MHz左右,逐日变化较小.与最新国际电离层参考模式IRI2007进行了初步对比,发现IRI2007可较好的预报出f_oF2的月中值,但对逐日变化较强的厦门地区电离层f_oF2预报能力较弱.     

甘肃、宁夏和青海地区地震前兆的某些特征

通过对甘肃，宁夏和青海三省（区）２０次地震的前兆异常进行统计分析，发现该地区地震争存在“地震异常范围小、异常幅度小，异常时间和地震活动周期和短”的区域特性。同时还发现甘，宁，青地区的地震前兆有以下５个方面的共性特征：（１）６级以上地震前都有空区出现，且不同震级的空区随富 近发震时间先后嵌套出呈，呈现了介质逐 硬化的过程。（２）多种前兆的趋势异常各具某种优势形态；（３）形变资料在大震前的反向（或加速     

南北地震带强震迁移特征及其预测意义

在分析南北构造带构造体系的基础上，研究了该带强震的时空动态图象演化，结果表明，南北带的地震活动有如下特征：（１）经向迁移，其空间演化有步进型和步进折返型两种形态；（２）远程的快速响应；（３）诱发地震的链锁分布，该特征反映了强震间的相互耦合，对未来强震具有示踪意义，（４）时空可公度性，该结果对分析判定本带的地震趋势从而实现正确的预测具有实际意义。     

Wavelet filter analysis of splitting and coupling of seismic normal modes below 1.5 mHz with superconducting gravimeter records after the December 26, 2004 Sumatra earthquake

New generation superconducting gravimeters (SGs), which have been demonstrated to be better than the best seismometers STS-1 at frequencies below 1 mHz, can be accepted as the quietest vertical seismometers for observation of long-period earth free oscillations. Wavelet filtering with narrow band-pass frequency response as shown in this paper is very helpful in removing at- mospheric pressure effects from on gravity records in long-period seismic mode frequency bands. The processing of high quality SG records after the great Sumatra earthquake (Dec. 26, 2004) with wavelet filtering leads to clear observations of all coupled toroidal modes below 1.5 mHz except these for 0T5, 0T7 and 1T1; moreover 1T2 and 1T3 are, for the first time, unambiguously revealed in the vertical components of the free oscillations. The three well-resolved splitting singlets of overtones 2S1 are observed from a single SG record for the first time.     

地震过程中的大地电场变化特征

根据国产ZD9A型大地电场仪在宝低地电台的记录结果,研究了1998年1月10日河北省张北地区6．2级地震过程中的大地电场变化特征．主要表现为：1．震前36天至发震当日出现大地电场日变异常簇;2．地震前后大地电场E的方位发生转动;3、大地电场E具有日变倍9（天）周期性和振幅｜E｜变化特征;4大地电场EW分量的极性变化．根据对这些特征的分析结果表明,它们有可能做为孕震进入短临阶段的前兆信息及识别标志．     

Basic characteristics of active tectonics of China

Active tectonics is inferred to all the structures which have been active since the late Pleisto-cene, 100—120 ka B.P., are still active recently, and will be active in a certain time period in the future, such as active faults, active folds, active basi…     

Active blocks and strong seismic activity in North China region

The active North China block consists of three second-order blocks: Ordos, North China Plain, and East Shandong-Huanghai Sea blocks. Two active tectonic zones, the Anyang-Heze-Linyi and Tangshan-Cixian zones, exist in the active North China Plain block and have separated the active block into 3 third-order active blocks, Taihangshan, Hebei-Shandong, and Henan-Huai blocks. The 3 third-order active blocks are characterized by their entire motion and are clearly different in their Cenozoic structures and deep structures. The active boundary tectonic zones between the third-order active blocks are less than those between the first- and second-order active blocks in their movement strength, extent, and seismic activity. The density of M· ·6 earthquakes in the boundary zones between active blocks is higher than that within the blocks by 9–22 times in the North China region, up to one order of magnitude on average. M· · 7 earthquakes occurred basically in the boundary zones between active blocks. The difference is not occasional, but reflects the nature of intraplate movement and the characteristics of strong seismic activity and is the powerful evidence for hypothesis of active blocks.     

大开间小型混凝土砌块10层模型房屋抗震性能试验研究(Ⅰ)

我国抗震设计规范（GB50011－2001）规定在6、7、8度区，混凝土小砌块结构分别可以建七、六、五层。由于混凝土小砌块结构的最大优势在于10－20层（与混凝土框架或框架剪力墙结构比）。本文按1／4比例制作了10层混凝土小砌块结构模型，按7度设防要求实施构造措施，通过振动台试验研究模型结构的抗震性能。结果表明，模型结构完全能够满足在7度区“小震不坏，大震不倒”的要求。圈梁、构造柱以及水平拉结筋构成的约束体系抗震作用是明显的。试验利用砌块的非注芯孔灌注铁砂来模拟墙体出平面动力效应。在本模型的构造措施下，平出面反应不对结构破坏起控制作用。