Evolution of accelerographs, data processing, strong motion arrays and amplitude and spatial resolution in recording strong earthquake motion

This paper presents a review of the advances in strong motion recording since the early 1930s, based mostly on the experiences in the United States. A particular emphasis is placed on the amplitude and spatial resolution of recording, which both must be ‘adequate’ to capture the nature of strong earthquake ground motion and response of structures. The first strong motion accelerographs had optical recording system, dynamic range of about 50 dB and useful life longer than 30 years. Digital strong motion accelerographs started to become available in the late 1970s. Their dynamic range has been increasing progressively, and at present is about 135 dB. Most models have had useful life shorter than 5–10 years. One benefit from a high dynamic range is early trigger and anticipated ability to compute permanent displacements. Another benefit is higher sensitivity and hence a possibility to record smaller amplitude motions (aftershocks, smaller local earthquakes and distant large earthquakes), which would augment significantly the strong motion databases. The present trend of upgrading existing and adding new stations with high dynamic range accelerographs has lead to deployment of relatively small number of new stations (the new high dynamic range digital instruments are 2–3 times more expensive than the old analog instruments or new digital instruments with dynamic range of 60 dB or less). Consequently, the spatial resolution of recording, both of ground motion and structural response, has increased only slowly during the past 20 years, by at most a factor of two. A major (and necessary) future increase in the spatial resolution of recording will require orders of magnitude larger funding, for purchase of new instruments, their maintenance, and for data retrieval, processing, management and dissemination. This will become possible only with an order of magnitude cheaper and ‘maintenance-free’ strong motion accelerographs. In view of the rapid growth of computer technology this does not seem to be (and should not be) out of our reach.     

GPS工程控制网的若干特殊问题

根据ＧＰＳ定位技术的优点，讨论了建立ＧＰＳ工程控制网在踏勘、设计、观测及数据处理方面的若干特殊问题，并提出高精度工程控制网ＧＰＳ数据处理方案。     

乌鲁木齐遥测地震台网监测能力综合评价

以台网的布愕和设备配置为依据，针对承担珠任务的设计指标，详细地介绍了乌鲁木齐遥，是地震台网的基本功能以及资料分析方法；结合考核运行期间记录地地震，分别对微震，强震和远震的监测能力以及适用范围做出评价，同时讨论了误差和存在的问题。     

预破裂中声波信号参数特性

通过对岩石样品进行变形及破坏试验，研究断裂形成过程中的声发射记录（ＡＥ），以找到能解释地震前兆现象的方法．另外，对试验过程中获得的大量数据及资料进行了数理统计处理．     

核测井曲线高分辨率处理技术及其应用

着重探讨了放射性测井曲线中自然伽马测井曲线、补偿中子测井曲线和补偿密度测井曲线的高分辨率处理方法及其应用效果。对于自然伽马及自然伽马能谱测井曲线，采用反褶积技术和有效的噪音压制技术；对于补偿中子测井曲线和补偿密度测井曲线采用了改进的α因子法。可以发现：高分辨率处理技术可明显地改善有关曲线的纵向分层能力；处理后的曲线与岩心柱状图及与微球、微电极等高分辨率曲线进行对比，其相关性有很大的改善；应用高分辨率处理后的曲线求薄层的泥质含量等参数，其相对误差明显下降。     

对我国GPS空间定位网若干技术问题的探讨

本文围绕我国GPS空间定位网布测的目的意义、布网方案及相应的精度指标,施测中应考虑的观测技术和数据处理策略等有关技术问题展开了较深入的讨论,并指出了结合定位网布测应开展的几项基础研究。最后,就以上问题总结了作者们的基本观点,供有关方面参考。     

南海双船地震勘探介绍

双船地震法包括ESP和SAP法是研究地壳深部结构和构造的有效方法.本文介绍了这两种方法资料处理的主要问题和步骤.预处理工作主要是解决在海洋动态环境下,两船和两套系统同时工作带来的一系列与定位、计时和地震系统有关的问题.着重介绍了用ESP的τ-p记录及x-t域记录进行速度分析的各种方法,它们大都不受反射波时距曲线是双曲线假设的限制.各种方法有各自的特点和限制,用户可根据实际工作的条件和需要选用.SAP的资料处理按四个子系统分别进行,处理方法与一般水平叠加剖面的常规处理相同,获得高质量剖面的关键是求准各层速度得到符合实际情况的叠加速度文件.仔细对比四个子剖面,反复进行处理,最后再有条件地将四个子剖面合成浅、中、深都清晰的合成排列剖面.在资料处理和解释过程中,两种方法相互配合、互为补充.     

广义Radon变换与叠前地震数据处理

在本文中,首先讨论了与几种地震层析成像对应的Radon变换公式,并导出了叠前地震记录的数学模型.在分析叠前地震记录与广义Radon变换的关系的基础上,讨论了速度分析、滤波、动校正、叠加等地震数据处理的数学物理意义.为展示广义Radon变换在地震数据处理中的应用,给出了用于滤波和消除多次波的方法及算例.     

用人工神经网络实现地震记录中的废道自动切除

切除废道（即道编辑）的工作是地震信号处理中重要而又工作量巨大的一步.本文提出了一种用人工神经网络实现的自动切除方法,所用的神经网络模型为新奇滤波器模型,方法简单实用,切除效果令人满意.文中介绍了方法的原理并给出了几个实验结果.