Basalt platforms in Inner Mongolia and Hebei Province, northeastern China: New K–Ar ages, geochemistries, and revision of palaeomagnetic results     

Zhong Zheng  Hidefumi Tanaka  Yoshiyuki Tatsumi  Masaru Kono 《Geophysical Journal International》2002,151(2):654-662

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“面向区域”的GIS控件的设计与使用   总被引：4，自引：0，他引：4  

陈正江 《地理研究》2003,22(2):227-236

本文提出了一个“面向区域”GIS控件的概念———即以特定的地理区域为对象,将基础地理信息连同有关的GIS功能操作融合为一个可重用的程序模块,以Microsoft的COM(即“组件对象模型”)技术为基础,组织为“GIS化”的ActiveX控件。这种GIS控件,将面向对象技术中的“对象”扩展到了整个特定的地理区域空间,其核心思想是不仅封装了GIS的数据模型,必要的功能操作,而且封装了所有的基础地理信息。由于省去了对空间数据的处理,因而这种GIS控件可被广大非GIS专业的信息系统开发者灵活、简便地用于各种管理信息系统、办公自动化系统和决策支持系统的GIS功能扩充,也可用于构建一般的地理信息系统,因而有利于GIS技术应用的普及。文章最后给出了有关陕西省的应用实例  相似文献   

电法勘探在汤岗子地热田中的应用   总被引：1，自引：0，他引：1  

崔瑞华  谷社  李争  李清华 《地质找矿论丛》2003,18(Z1):196-199

文章从不同岩石的电性差异及地热区视电阻率与温度的关系出发,通过综合电法在汤岗子地热田又找到了新的地热资源,说明综合电法对勘查地热是行之有效的.  相似文献   

求解变分不等式的Newton迭代的半局部收敛性分析     

王征宇  沈祖和 《华东地质学院学报》2003,26(2):159-162

分析了求解变分不等式Newton方法的半局部收敛性，建立了类似于Kantorovich定理的收敛性结果。该结果不仅为判断Newton方法的收敛性提供了可计算的充分条件，也给出了Newton方法的收敛域以及问题解的存在区域。同时，文章也得到了Newton方法的若干收敛性质，包含收敛阶以及可计算的误差估计式等。  相似文献   

Re-Os Age of Cu-Ni Ores from the Huangshandong Cu-Ni Sulfide Deposit in the East Tianshan Mountains and Its Implication for Geodynamic Processes   总被引：4，自引：0，他引：4  

MAO Jingwen  YANG Jianmin  QU Wenjun  DU Andao  WANG Zhiliang  HAN Chunming Faculty of Geosciences  Resources  China University of Geosciences  Beijing  E-mail: jingwenmao@.netInstitute of Mineral Resources  Chinese Academy of Geological Sciences  Beijing National Research Center of Geoanalysis  Chinese Academy of Geological Sciences  Beijing 《《地质学报》英文版》2003,77(2):220-226

An isochron age of 282±20 (95% conf. limit) Ma of the sulfide ores in the Huangshandong Cu-Ni sulfide deposit, the East Tianshan Mountains has been obtained through Re-Os isotopic measurement. The age implies that the Cu-Ni sulfide deposit and other related deposits in the same area occurred in a Permian extensional environment of post-collision instead of Devonian-Early Carboniferous ophiolite-related oceanic or island arc environments inferred before. It shares the same ages with the orogenic and epithermal gold deposit systems in the same area. An initial 187Os/188Os ratio of 0.25±0.04 (1σ) and a γos value of 99 on average display the participation of large quantities of crustal components into the rock-forming and ore-forming system during mineralization and magmatic emplacement.  相似文献   

贵州峨眉山玄武岩喷发期的岩相古地理研究   总被引：7，自引：0，他引：7       下载免费PDF全文

陈文一  刘家仁  王中刚  郑启钤 《古地理学报》2003,5(1):17-28

贵州峨眉山玄武岩喷发，从动态的角度可以分为茅口期晚期和龙潭期（吴家坪期），龙潭期又可分为三个喷发旋回，对应于四个不同的岩相古地理环境，体现了东吴运动在造成贵州地区地壳抬升、下沉和接受最大海侵之后，又上升、拉张、沉陷带发生地裂（又称峨眉地裂）以及地幔物质喷溢等地质活动，具间歇性和多旋回性的特点。本文从研究海陆变迁入手，揭示峨眉山玄武岩喷发与沉积作用的内在联系，进而探讨其与金、锑等矿产的成因联系，提出该期各相区与成矿区的形成模式。通过对贵州峨眉山玄武岩不同喷发期岩相古地理的研究可以看到，茅口期晚期和龙潭期早期海域的沉积韵律和相带展布格局与玄武岩喷发的间歇性和多旋回性特征完全一致。玄武岩的喷发为成矿提供了物质基础，玄武岩喷发的间歇期又为沉积矿产的富集提供机遇。这种岩浆期后气液以富硅和二氧化碳为特征的玄武岩，本身富含铁、锰、铜、铅、锌、锑、砷、汞、金、银、氟、磷以及一些稀散和放射性元素等成矿组分。在喷发过程中，气液成分有一定变化，各阶段和离岩浆的远近距离不同以及喷发性质和环境差异，形成了火山气液矿床、火山沉积矿床和沉积矿床的不同成矿带。  相似文献   

1303年山西洪洞8级大地震研究综述   总被引：1，自引：2，他引：1  

苏宗正  袁正明  赵晋泉 《山西地震》2003,(3):4-9,22

叙述了1967年至2002年间国内有关研究1303年山西洪洞8级大地震的进展情况。综合叙述了有关这次地震的地震参数、地震破坏、地震断层、地震形变遗迹、地震发生的新构造与深部构造等。  相似文献   

Characteristics of Tectonic Deformation and Mechanisms for the Active Maxianshan-Xinglongshan Fault System in the Lanzhou Area     

Yuan Daoyang  Liu Xiaofeng  ZHENG Wenjun  Liu Xiaolong  Liu Baichi 《中国地震研究》2003,17(4):315-323

A detailed investigation permitted us to obtain quantitative data concerning fine geometric structures of 4 faults of the active Maxianshan-Xinglongshan fault system and the latest movement along them. Of them the northern Maxianshan border fault is a large-scale, strongly active Holocene reverse sinistral strike-slip fault, the other 3 faults, the southern Maxianshan border fault and the southern Xinglongshan border and the northern Xinglongshan border faults are the accompanying active late-Pleistocene thrust faults, which are incorporated into the main strike-slip fault, the northern Maxianshan border fault at depth. It is the most important earthquake-controlling fault in the Lanzhou area, the fault influences and constrains the seismic activity in the area.  相似文献   

A numerical method of viscoelastic finite element coupled with spring-block model to simulate the interaction of faults and crustal blocks     

Yong Yu  Hanjing Hong  Peixun Liu  Wei Tao  Xiuzhen Zheng 《中国科学D辑(英文版)》2003,46(2):118-129

A numerical method of viscoelastic finite element coupled with spring-block model is developed to study temporal processes from the slow tectonic motion of large-scale crust to the rapid failure of small-scale faults. Our modeling demonstrates that the motion of crustal blocks is driven by forces from tectonic plate boundaries, and the deformation is distributed on faults for the stress accumulating. The coupling model generates earthquake sequences that display a magnitude-frequency scaling consistent with Gutenberg-Richter law. The frictional heterogeneities affeci earthquakes occurrence and stresses distribution of crustal blocks. Rupture of earthquakes starts at the nucleation node, and propagates bilaterally along faults with the stress triggering, release and redistribution. The failure of faults releases part of crustal stresses, the stress state of crustal blocks near fault is affected by the rupture of local segments on the fault, and the stress state of crustal blocks far away from the fault is controlled by the seismic activity of the whole fault.  相似文献   

Seismic response predictions of multi‐span steel bridges through pushover analysis     

Yi Zheng  Tsutomu Usami  Hanbin Ge 《地震工程与结构动力学》2003,32(8):1259-1274

In the new trend of seismic design methodology, the static pushover analysis is recommended for simple or regular structures whilst the time‐history analysis is recommended for complex structures. To this end, the applicable range of the pushover analysis has to be clarified. This study aims at investigating the applicability of pushover analysis to multi‐span continuous bridge systems with thin‐walled steel piers. The focus is concentrated on the response demand predictions in longitudinal or transverse directions. The pushover analysis procedure for such structures is firstly summarized and then parametric studies are carried out on bridges with different types of superstructure‐pier bearing connections. The considered parameters, such as piers' stiffness distribution and pier–0.5ptdeck stiffness ratio, are varied to cover both regular and irregular structures. Finally, the relation of the applicability of pushover analysis to different structural formats is demonstrated and a criterion based on the higher modal contribution is proposed to quantitatively specify the applicable range. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献