保山盆地永铸街气田沉积物源分析

根据研究区的基本资料和相应成果,在分析保山盆地基本构造格局的基础上,发现因保山盆地主控断层的西边在盆地演化过程中一直处于隆升状态,从而造成不同地带砾岩的分布和含量存在差异,在钻测井、地震资料中的体现也不相同.通过多种方法对永铸街气田的主物源方向进行论证后,认为永铸街气田的物源来自西边.     

拱坝随机振动响应的概率分析及抗震安全评价

本文介绍如何利用反应谱方法对结构动力响应做概率分析,并用Monte-Carlo方法进行验证,结果表明两种方法结果一致。应用反应谱方法对拱坝随机振动响应进行了分析,研究了均匀振动下拱坝随机振动响应的概率分布,对拱坝在基准期内的抗震安全作了评价。     

软弱夹层对地表加速度峰值的影响

天津滨海新区属于新生代形成的华北盆地的一部分,土层中常含有多层淤泥土等软弱土层,地质条件复杂,在工程地质中属于不稳定区域.由于形成环境及动力地质作用的差异,土体各层动力特性呈明显的不均匀性.根据实际强震观测表明,软弱夹层对地震反应结果有着明显的影响.近年来,软弱夹     

在用市政桥梁基于位移的抗震安全评估

介绍了在用市政桥梁结构基于位移的抗震安全评估的步骤和方法。依据国内外普遍接受的结构抗震设计理念,以墩柱顶的位移延性系数、墩柱底截面钢筋的拉应变和混凝土的压应变为参数,通过比较结构的抗震能力和地震需求,提出了在用市政桥梁结构抗震安全评估标准。用基于位移的方法和评估标准,对北京5座在用市政桥梁进行了在设防烈度地震和罕遇地震作用下的抗震安全评估,为这些桥梁是否需要抗震加固提供了依据。     

工程灾害防护技术在广东科学中心建设中的研究与应用

结合正在建设中的广东省重点工程—广东科学中心,分别从环境岩土、防震、防风、防火及建筑物健康监测等方面综合介绍了工程灾害防护技术的研究与应用情况,阐述了工程灾害防护的新技术、新工艺,指出了其关键问题、创新点及应用价值,可供同类工程参考、借鉴。     

基于声波与振动探测的地震灾害生命搜索系统信号分析

基于声波与振动探测原理的地震生命探测系统的研制在我国灾害生命搜索救助领域中占有重要位置.对于其中数理模型的研究是研制和开发声波、振动生命探测定位仪的基础.测试实验表明,在声波与振动灾害救助系统中,所采集的信号带有大量的随机噪声,为了提高信噪比,必然要进行滤波.本文用的是小波变换的去噪方法.同时,从传感器接收到的信号可能是从多个振源发出的,这就要涉及到多源信号的分离问题.为此,引入了独立变量分析（ICA）的分离方法和傅立叶变换加以解决.当找到需要的信号后,通过相关函数分析自动获取多道信号的相对时差,进而求取振源的位置.     

检测混凝土构件质量的时频分析方法

提出了应用时频分析法解释在混凝土构件上获得的高频地震数据，以确定混凝土构件的质量的方法，对混凝土构件的实际检测数据进行了处理分析，结果表明，时频分析方法可以提高分辨率并具有较强的实用性。     

PC CLUSTER地震资料处理系统集成与应用

联网微机、并行中间件、实时监视和自动部署是构成PC Cluster的四个基本要素,本文探讨了如何根据地震资料处理的技术特点集成PC Cluster地震资料处理系统,提出了利用开放源带码项目进行软件集成的概念.通过应用实例对比分析了PC Cluster地震资料并行处理效率,得出网络I/O与扰动是影响PCCluster性能的关键因素并提出了解决办法.     

Subtle traps prediction using sequence stratigraphy and 3D seismic technology: A case study from Qikou depression in Huanghua basin

Forecasting subtle traps by sequence stratigraphy and 3D seismic data is a sensitive topic in hydrocarbon exploration. Research on subtle traps by geophysical data is the most popular and difficult. Based on the sufficiently drilling data, log data, core data and 3D seismic data, sediment sequence of Qikou depression, Huanghua basin was partitioned by using sequence stratigraphy theory. Each sediment sequence system mode was built. Sediment faces of subtle traps were pointed out. Dominating factors forming subtle traps were analyzed. Sandstone seismic rock physics and its response were studied in Tertiary System. Sandstone geophysical response and elastic modulus vary laws with pressure, temperature, porosity, depth were built. Experimental result and practice shows that it is possible using seismic information forecasting subtle traps. Integrated using geology, log, drilling data, special seismic processing technique, interpretation technique, high precision horizon calibration technique, 3D seismic visualizing interpretation, seismic coherence analysis, attribute analysis, logging-constrained inversion, time frequency analysis, subtle traps object is identified and interpreted. Finally, advantage object of subtle trap in this area was determined. Bottomland sand stratigraphic and lithologic reservoirs in Qinan slope zone have been founded by means of high resolution 3D seismic data field technique, high resolution 3D seismic data processing technique and seismic wave impedence inversion technique. Foundation item: Project(2003034470) supported by the Postdoctoral Science Foundation of China; project supported by the Postdoctoral Science Foundation of Central South University     

Nonlinear seismic response analysis of reinforced concrete tube in tube structure

Super-highly reinforced concrete tube in tube structure is a developing structure system of high-rise building. The more reasonable derivation process of the multi-vertical-line-element model stiffness matrix is given.On the premise of pointing out the problems of present multi-spring element model, combined with present multivertical-line-element model for analyzing on shear wall, the model is expanded to spatial one, and the stiffness matrix of which is derived. Combined with hysteretic axial model and hysteretic shear model, it is suitable for columns,wall limbs and beams with all kinds of section form. Some examples are calculated and compared with test results,which shows that the models have relatively good accuracy. On the base of the experimental phenomenon and failure mechanism for tube in tube structure specimen, nonlinear seismic responses analysis program on the basis of the advantaged element model for tube in tube structure is developed. Calculation results are in good agreement with those of the pseudo-dynamic tests and the failure mechanism can be well reflected.