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ApplicationofcertaintyfactorsofearthquakeprecursoryanomalyevidencesCF(E)ZHAO-BIZHENG(郑兆),JUNZHANG(张军)andMEIQING(庆梅)Seismolo... 相似文献
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陈培善 《地震学报(英文版)》1996,(2)
Strongstrong-moderateearthquakeactivity withinandnearChina(September-November,1995)PEI-SHANCHEN(陈培善)(InstistuteofGeophysics,S... 相似文献
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Strongearthquakeactivityalovertheworldandstrong┐moderateearthquakeactivitywithinandnearChina(June~Au
陈培善 《地震学报(英文版)》1996,(1)
Strongearthquakeactivityalovertheworldandstrong┐moderateearthquakeactivitywithinandnearChina(June~August,1995)PEI-SHANCHEN(陈培... 相似文献
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Effectsofmagnitudeaccuracyandcomplete┐nesdataonseismichazardparametersHUI-CHENGSHAO(邵辉成),JIA-SHUXIE(谢家树),PINGWANG(王平)andYA-X... 相似文献
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分形几何与地球科学(续完)陈颙(国家地震局,北京100036)·TopicalLecture·(7)FRACTALGEOMETRYANDGEOSCIENCE(END)¥ChenYong(StateseismologicalBureau,Beijing... 相似文献
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ThesubterraneanelectricstructureattheChineseGreatWallStationonAntarctic(CGWSA)曾小萍,林云芳,赵跃辰Xiao-PingZENG;Yun-FangLINandYue-Chen... 相似文献
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ThenumericalmethodofFouriereigentransformanditsapplicationinseismicityanalysisBINGCHEN1)(陈兵)ZHI-ZHENZHENG2)(郑治真)ZAI-SENJIANG... 相似文献
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Inversion of Q value structure beneath the Tibet Plateau 总被引:1,自引:0,他引:1
InversionofQvaluestructurebeneaththeTibetPlateauJIAN-PINGWU(吴建平)andRONG--SHENGZENG(曾融生)(InstitutefoGeophysicsStateSeismologic... 相似文献
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Featuresofisostaticgravityanomalyandseis┐micactivityintheCentralAsianregionSHENG-MINGFANG1)(方盛明)RUIFENG2)(冯锐)CHANG-ZHENGTIAN... 相似文献
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分形几何与地球科学(续)陈颙(国家地震局,北京100036)·TopicalLecture·(3)FRACTALGEOMETRYANDGEOSCIENCE(CONTINUOUS)¥ChenYong(StateseismologicalBureau,B... 相似文献
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INTRODUCTIONKnowledgerepresentationandknowledgeacquisitionarekeyissuesinbuildinganexpertsystem .Theyarecloselyrelatedtothedomainproblem solvinglevelandcompetenceoftheexpertsystem .Intheknowledgeacquisitionprocess,thedomainexpertwillfirstofferandorganizepr… 相似文献
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The Expert System For Earthquake Prediction (ESEP) is summarized in this paper. ESEP embraces three subsystems: long-middle
term prediction system, annual prediction system and middle-short term prediction system. Each of the subsystems is composed
of seven modules: the controlling module, the data base module, the expert knowledge base module, the method base module,
the fact preparation module, the reasoning and decision-making module and the plotting and displaying module.
The reasoning model ESEP/R and the knowledge expression model ESEP/K are set up in the ESEP, and new evidence combinations,
CON (confine), W (weigh), and SYN (synthesize), have been proposed. The distinctive features of the ESEP are: (1) systemized;
(2) several experts’ knowledge can be synthesized; (3) a large amount of data and experts’ experience is embraced; (4) four
reasoning models and the synthetic decision-making technic are adopted; (5) several software environments are used; (6) modularization;
and (7) possessing the friendly user interfaces.
The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,14, 1–8, 1992. 相似文献
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ESEP3.0专家系统在新疆年度地震形势预测中的应用检验 总被引:1,自引:0,他引:1
使用2000—2003年度新疆地震局震情研究报告中的资料建立异常证据文件,应用ESEP3.0专家系统进行了推理预测,将其中的1年以内的预测意见与这4年新疆“震情研究报告”的预测意见及实际发生的地震情况进行了对比,并按中国地震局制定的“地震预报评分办法”进行了评分,最后认为:ESEP3.0专家系统目前可以用于新疆的年度地震趋势和地震危险区预测。 相似文献
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郑兆苾 《地震学报(英文版)》1994,7(3):475-479
CertaintyfactorsofearthquakeprecursoryanomalyevidencesCF(E)Zhao-BiZHENG(郑兆)(SeismologicalBureauofAnhuiProvince,Hefei230031,Ch... 相似文献
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Recent theoretical and numerical models for the motion of saltating particles close to stream beds are constituted of three sub-models: a) a set of equations describing the particle “free flight”, b) a sub-model to calculate the post-collision particle velocity, and c) a mathematical representation of the bed roughness. In this paper, a comprehensive three-dimensional (3-D), theoretical/numerical model for bedload motion at large Reynolds numbers is presented. By using geometric considerations and stochastic parameters to characterize collisions with the wall, five new sub-models for representation of bed roughness are, for the first time to the best of our knowledge, proposed and implemented. The emphasis of this paper is on the particle model, for which Basset, Magnus, drag, submerged weight, virtual mass, and lift forces are included. For the range of particle sizes (sands) analyzed herein, it is found that the stream-wise contribution of the Basset force, compared to other forces, may be as large as 60%. Whereas in the wall-normal direction, the Basset force is equally important as the drag force, and it is exceeded only by the submerged weight. It is also found that the best agreement between numerical and experimental results in terms of jump length, jump height, and stream-wise particle velocity is achieved for restitution and friction coefficients of 0.65 and 0.1, respectively. Important conclusions are obtained regarding the lack of realistic prediction with available “roughness” models with small ranges of angles. 相似文献