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排序方式: 共有4046条查询结果,搜索用时 15 毫秒
41.
基于剖面三维地质建模方法及在本溪地区应用 总被引:1,自引:0,他引:1
针对成矿带三维地质建模面临的实际问题,以GOCAD软件作为三维建模工具,阐述了基于剖面的三维地质建模流程与方法.为了充分揭示本溪地区深部地质情况及隐伏铁矿的发育情况,采用基于剖面的三维地质建模方法构建了本溪地区907km2的三维地质模型,获取了本溪地区地下三维地质结构,显示出该地区盖层发育宽缓褶皱,断裂切割作用强烈,基底最大埋深可达4200 m,在变质基底埋深较浅的地区,具有很大的铁矿资源勘探潜力.实际应用情况表明,基于剖面的三维地质建模方法符合地质研究从二维到三维的工作流程和思维习惯,是一种有效的成矿带三维建模方法. 相似文献
42.
Chan Kwing Lam 《紫金山天文台台刊》2003,(2)
1 IntroductionManybottlenecksinthetheoreticalstudyofstellarevolutionarisefromthelackofunder standingofsomehighlycomplicatedprocessesthatcannotbetreatedwithanalyticaltech niques .Alargeportionoftheseprocessesisrelatedtohydrodynamics,particularlyconvec tion .Theapplicationofmultidimensionalnumericalcomputationstotheinvestigationofthesedifficultproblemshasmadegreatprogressinrecentyears .Here ,weprovideasurveyoftherecentnumericalstudiesofconvectionrelatedproblems.Theobjectiveistoassistthosewhoar… 相似文献
43.
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
44.
吉林省土壤中有效锰、铜、钼和锌含量的时空变化 总被引:5,自引:0,他引:5
选择吉林省的五个大豆种植区(敦化、桦甸、榆树、农安、白城)、四个水稻种植区(白城、九台、延吉、梅河口)及3个草场分布区(镇赉、洮南、大安),对其土壤中有效锰、铜、钼和锌的含量在过去20年的变化作了比较和分析。经研究表明:吉林省土壤中有效锰和有效铜含量较20年前有所增高,有效钼含量总体呈降低趋势,中部部分地区和东部地区土壤有效锌含量降低,其余地区含量增高。空间分布东部高于中西部。 相似文献
45.
华北东部中生代构造格局转换过程中的深部作用与浅部响应 总被引:65,自引:2,他引:65
华北晚中生代构造岩浆岩带作为一个新的构造格局,以其鲜明的NNE走向跨在古域不同的构造单元之上。在华北东部清楚地保留了标志早中生代格局转换过程的各种信息。本文所列举的晚三叠世超镁铁--镁铁质和碱性侵入岩、堆晶岩、麻粒岩就是下地壳底部壳幔相互作用的产物;早--中侏罗世的辉绿岩岩墙群、玄武岩粗岩系列的火山岩是中、上部地壳岩浆的表现,与此同时的受裂陷槽控制的含煤类磨拉石及火山磨拉石建造则是表的响应。由沉积 相似文献
46.
拉萨北部林周盆地林子宗火山岩层序新议 总被引:21,自引:4,他引:21
林子宗火山岩是西藏冈底斯地区典型的新生代火山岩,可分为3个组:典中组、年波组和帕那组,主要由玄武安山岩、安山岩、英安岩、粗安岩、钾玄岩、流纹岩和相应的火山碎屑岩夹灰岩、河湖相沉积岩组成。经过林周盆地火山地质填图,发现林子宗火山岩层序较原定层序复杂得多,其中在典中组原定的安山质—英安质火山岩的底部新发现了一套流纹质火山岩,顶部发现河湖相沉积;年波组在原定上部安山质火山岩中新厘定出钾玄质火山岩,在顶部发现了红色泥岩;帕那组的底部还发现了球粒流纹岩和枕状流纹质熔结凝灰岩。据此重新论述了西藏林周盆地林子宗火山岩的地层层序及区域变化特征,进一步划分出8个段,属3个火山喷发旋回的产物。林子宗火山岩的形成时代,典中组为61.45~64.43Ma,年波组54.07Ma,帕那组43.93~48.72Ma。 相似文献
47.
MO Jiaqi * WANG Hui LIN Wantao LIN Yihua. Anhui Normal University Wuhu China. Division of Computional Science E-Institute of Shanghai Universities Shanghai Jiaotong University Shanghai China. Chinese Academy of Meteorological Sciences Beijing China. State Laboratory of Numerical Modeling for Atmospheric Sciences Geophysical Fluid Dynamics Institute of Atmosheric Physics Chinese Academy of Sciences Beijing China 《海洋学报(英文版)》2005,(5)
1 IntroductionThe El Ni’o atmospheric physics oscillation is anabnormal phenomenon involved in the tropical Pacificocean- atmosphere interactions. Studies on the El Ni(ophenomenon are very attractive (Lin et al., 2000; Linet al., 2001, 2002; Wang, 2001; Feng et al., 2001;Feng et al., 2002; Liu et al., 2002; Wei and Chen,2003; Xie et al., 2002; Zhu et al., 2002; Pu et al.,2003; Gu et al., 2004; Yu and Liu, 2004). Lin and Mo(2004), Mo and Lin (2004) and Mo et al. (2004) alsostudied a s… 相似文献
48.
THREE-WAY METHODS FOR THE CALIBRATION OF CHROMATOGRAPHIC SYSTEMS:COMPARING PARAFAC AND THREE-WAY PLS
For the calibration of chromatographic systems,different methods can be used.One class of methodsutilizes three-way approaches.The calibration problem is stated in such a way that the decompositionof a three-way array can serve for the prediction of retention on new stationary phases.Two three-way approaches are presented:the Unfold-PCA and PARAFAC models.The theory ofboth methods is presented and the differences are highlighted,the main difference being that PARAFACis a trilinear decomposition whereas Unfold-PCA is not.Both three-way methods are evaluated on asmall data set consisting of retention measurements of eight solutes at six mobile phase compositions onsix stationary phases.The differences in performance of the two models are minor,For calibration purposes,two variants of the methods are discussed:three-way PLS and an extensionof PARAFAC.Again the theory and differences between the two methods are explained.The predictiveperformance of the two methods is compared using the same data set as earlier.The differences inpredictive performance,however,are minor.Both methods are capable of predicting 98% of thevariation in the test sets.Yet,there are other considerations when comparing methods than predictiveperformance,e.g.the quality of the predictions. 相似文献
49.
50.
Li Runpei Chen Weigang Gu Yongning
Professor Shanghai Jiao Tong University Shanghai Assistant Shanghai Jiao Tong University Shanghai 《中国海洋工程》1996,(1)
In this paper a numerical analysis method combining FEM incemental technique with limit analysis concept is proposed for the study of the static strength of offshore platform in collision. Large deformation and plasticity are accounted for and the limit yield surface expressed by generalized stress for a tubular section is derived. The modified stiffness matrix of space beam element is formulated by Plastic Node Method. The buckling behavior of beam columns can also be taken into account. It can trace the generation of plastic hinges during loading and finally the ultimate strength of offshore platform against collision is obtained. 相似文献