土层随机地震反应的动力可靠度计算     

门玉明  黄义 《地球科学与环境学报》2002,24(1):43-45

研究了土层的随机地震反应分析方法 ,建立了基岩输入地震动加速度功率谱函数为白噪声和过滤白噪声时土层的动力可靠度计算理论  相似文献   

Comparative Analysis of Seismic Response Characteristics of Pile-Soil-Stnicture Interaction System     

KONG Desen  LUAN Maotian  and WANG Weiming School of Civil Engineering  Harbin Institute of Technology  Harbin  P.R.China School of Civil  Architectural Engineering  Shandong University of Science  Technology  Qingdao  P.R.China Institute of Geotechnical Engineering  Dalian University of Technology  Dalian  P.R.China 《中国海洋大学学报(英文版)》2006,(1)

The study on the earthquake-resistant performance of a pile-soil-structure interaction system is a relatively complicated and primarily important issue in civil engineering practice. In this paper, a computational model and computation procedures for pile-supported structures, which can duly consider the pile-soil interaction effect, are established by the finite element method. Numerical implementation is made in the time domain. A simplified approximation for the seismic response analysis of pile-soil-structure systems is briefly presented. Then a comparative study is performed for an engineering example with numerical results computed respectively by the finite element method and the simplified method. Through comparative analysis, it is shown that the results obtained by the simplified method well agree with those achieved by the finite element method. The numerical results and findings will offer instructive guidelines for earthquake-resistant analysis and design of pile-supported structures.  相似文献   

Scatterer density estimation in the crust by seismic array processing     

Satoshi Matsumoto 《Geophysical Journal International》2005,163(2):622-628

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中国大陆及华北地区地震资料的小波分析   总被引：15，自引：8，他引：7  

万永革  齐福荣  孟晓春  庄献华 《大地测量与地球动力学》2003,23(4):28-33

基于地震活动为多尺度多活动这一观点，运用小波变换方法，以不同的小波尺度分析了中国大陆1900～2001年和华北地区1500～2001年M≥5地震的本尼奥夫应变资料，得到了各种层次地震活跃期和平静期，分析结果可信而又符合实际。对历史地震研究和地震危险性预测具有一定的参考价值。  相似文献   

利用重复重力观测资料研究地震活动与地壳的损伤演化过程     

张永志  朱桂芝  祝意青 《大地测量与地球动力学》2001,21(3):14-20

利用细观损伤力学模型建立了地壳损伤演化过程与地球重力场变化的关系 ,讨论了利用重力观测资料计算地壳微裂纹密度参数变化分布的理论与计算方法。利用河西地区 1992～ 1999年多期重复重力观测资料对该地区的裂纹密度参数变化进行了计算 ,并将计算结果与该地区的各观测时间段内相应发生的一级以上地震活动进行了对比分析 ,取得了一些有意义的结论和认识。  相似文献   

三维地震勘探在构造复杂区的应用          下载免费PDF全文

王红娟  卫学忠  许崇宝 《山东国土资源》2001,17(5):32-35

三维地震勘探通过炮点与检波点的灵活组合,适合于复杂地表条件下地震勘探,从原理上也更加符合地质体的三维空间特性,有利于构造复杂的研究与探测.本文介绍的查庄煤矿就是利用三维地震勘探方法成功解决复杂构造问题的典型实例之一.  相似文献   

Seismic source representation in orthogonal functions     

D. W. Vasco 《Geophysical Journal International》1990,102(3):531-535

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Observations on earthquake stress axes and seismic morphology of deep slabs     

Hua-wei Zhou 《Geophysical Journal International》1990,103(2):377-401

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GPS掩星技术和电离层反演   总被引：13，自引：6，他引：7  

周义炎  吴云  乔学军  张训械 《大地测量与地球动力学》2005,25(2):29-35

系统地介绍了GPS无线电掩星技术的发展现状、系统组成和一些关键技术；论述了利用GPS掩星数据进行电离层反演的理论、模型及相应的计算流程．并结合GPS／MET和CHAMP卫星的实测资料，计算了电子密度剖面，与用其他方法所得结果的对比表明．GPS掩星电离层观测具有精度高、覆盖范围大等特点；最后讨论了GPS掩星技术应用于地震前兆监测的机理和前景。  相似文献   

Effect of soil interaction on the performance of liquid column dampers for seismic applications     

Aparna Ghosh  Biswajit Basu 《地震工程与结构动力学》2005,34(11):1375-1389

The effects of soil–structure interaction (SSI) while designing the liquid column damper (LCD) for seismic vibration control of structures have been presented in this study. The formulation for the input–output relation of a flexible‐base structure with attached LCD has been presented. The superstructure has been modelled by a single‐degree‐of‐freedom (SDOF) system. The non‐linearity in the orifice damping of the LCD has been replaced by equivalent linear viscous damping by using equivalent linearization technique. The force–deformation relationships and damping characteristics of the foundation have been described by complex valued impedance functions. Through a numerical stochastic study in the frequency domain, the various aspects of SSI on the functioning of the LCD have been illustrated. A simpler approach for studying the LCD performance considering SSI, using an equivalent SDOF model for the soil–structure system available in literature by Wolf (Dynamic Soil–Structure Interaction. International Series in Civil Engineering and Engineering Mechanics. Prentice‐Hall: Englewood Cliffs, NJ, 1985) has also been presented. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献